Plan Review Details - Permit 16051078
Plan Review Stops For Permit 16051078
Review Stop B BUILDING (STRUCTURAL)
Rev No 4 Status P Date 2017-05-17 Cont ID  
Sent By jwitmer Date 2017-05-17 Time 09:03 Rev Time 0.00
Received By jwitmer Date 2017-05-16 Time 16:23 Sent To  
Notes
2017-05-17 08:17:43BUILDING PLAN REVIEW
 W. P. B. PERMIT: 16071078
 ADD: 1718 PARKER AVENUE/ FIRE STATION # 4
 CONT: HEDRICK BROTHERS
 TEL: 561-662-8049
 E-MAIL: [email protected]
  
 2014 FLORIDA BUILDING CODE W 2014 WEST PALM BEACH
 AMENDMENTS TO THE FLORIDA BUILDING CODE, CHAPTER 1,
 ADMINISTRATION
  
 4TH REVIEW
 DATE: WED. MAY 17/ 2017
 ACTION: BUILDING PROVISO
  
  
 1) 4/04/2017 BUILDING PROVISO: E-MAILED THE ARCHITECT
 AND BUILDER THERE IS NO LONGER A NEED FOR A RESIDENT
 INSPECTOR, I SPOKE WITH THE BUILDING OFFICIAL ROBERT
 BROWN AND WILL REQUIRE THE CONTRACTOR TO PROVIDE WELD
 PROCEDURE SPECIFICATIONS & WELDER OPERATOR PERFORMANCE
 QUALIFICATION RECORDS IN ACCORDANCE WITH THE REFERENCED
 STANDARDS AT TIME OF INSPECTION.
 2014 FBC-B 2204.1 WELDING
 2014 FBC-B 2204.2 BOLTING
  
 2) SHEET LS-200: 4A) BUILDING PROVISO: WILL BE PROVIDED
 BY THE CONTRACTOR PRIOR TO CONSTRUCTION AS A SHOP
 DRAWING. DEFERRED SUBMITTAL. PLEASE PROVIDE THE AREA
 CONCRETE BLOCK MANUFACTURER THAT WILL BE PROVIDING THE
 2 HOUR FIRE RATED BLOCK, IN THE EQUIVALENT THICKNESS
 PER 2014 FBC-B TABLE 722.3.2.
  
 4) BUILDING PROVISO: SHEET A-102A INDICATES A CHASE
 (WALL TYPE # 25) FOR THE RANGE INTAKE & EXHAUST DUCT.
 PLANS HAVE NOT BEEN UPDATED WITH WALL TYPE STILL SHOWS
 A WALL TYPE 25 WHICH IS NOT ON A-500.
 RESPONSE INDICATES THE EXHAUST DUCTS HAVE BEEN
 SPECIFIED TO BE FIRE WRAPPED PLEASE ALSO INCLUDE THE
 DETAILS FOR THE FLOOR ASSEMBLY. SHOP DRAWINGS SHALL BE
 PROVIDED TO THE BUILDING DEPARTMENT INDICATING THE
 EXACT PRODUCT THAT IS TO BE INSTALLED.
  
 5) BUILDING PROVISO: DEFERRED SUBMITTALS. MISSING
 PRODUCT APPROVALS: 2014 FBC-B 1609.1.2 PROTECTION OF
 OPENINGS, 1609.6.4.4.1 COMPONENTS & CLADDING. FLORIDA
 DEPARTMENT OF COMMUNITY AFFAIRS RULE 9N-3 NOV. 01/ 2010
 (31) SUB-CATEGORY OF PRODUCTS OR CONSTRUCTION SYSTEMS
 THAT WILL REQUIRE PRODUCT APPROVALS:
 (31)(A) EXTERIOR DOORS.
 (B) WINDOWS - FOR ALL PRODUCTS WITH GLAZING, PLEASE
 IDENTIFY THE OPENING WIDTH & HEIGHT, TYPE OF
 GLAZING, MULLION INFORMATION IF REQUIRED, ATTACHMENTS
 AND ASSOCIATE PRESSURES FOR EACH
 OPENING SIZE.
 (C) PANEL WALLS: STOREFRONTS, CURTAIN WALLS, WALL
 LOUVERS (NOA: 15-1109.03 SUBMITTED)
 (D) ROOFING PRODUCTS AND ASSEMBLIES
 (G) PRE-ENGINEERED A/C STANDS
  
 JAMES A. WITMER CBO
 SENIOR COMMERCIAL COMBINATION PLANS EXAMINER
 CONSTRUCTION SERVICES DIVISION
 DEVELOPMENT SERVICES DEPARTMENT
 TEL: 561-805-6715 / FAX: 561-805-6676
 E-MAIL: [email protected]
  
Review Stop B BUILDING (STRUCTURAL)
Rev No 3 Status F Date 2017-03-23 Cont ID  
Sent By jwitmer Date 2017-03-23 Time 11:12 Rev Time 0.00
Received By jwitmer Date 2017-03-23 Time 11:12 Sent To  
Notes
2017-03-23 11:13:16BUILDING PLAN REVIEW
 W. P. B. PERMIT: 16071078
 ADD: 1718 PARKER AVENUE/ FIRE STATION # 4
 CONT: HEDRICK BROTHERS
 TEL: 561-662-8049
 E-MAIL: [email protected]
  
 2014 FLORIDA BUILDING CODE W 2014 WEST PALM BEACH
 AMENDMENTS TO THE FLORIDA BUILDING CODE, CHAPTER 1,
 ADMINISTRATION
  
 3RD REVIEW
 DATE: THURS. MARCH 23/ 2017
 ACTION: DENIED
  
  
 1) MISSING DOCUMENTS 2014 FLORIDA BUILDING CODE W 2014
 WEST PALM BEACH AMENDMENTS TO THE FLORIDA BUILDING
 CODE, CHAPTER 1, ADMINISTRATION:
 107.3.5.1 COMMERCIAL BUILDINGS:
  
 1A) 3RD REQUEST/ SEMI-COMPLIED, ONLY 2 ORIGINAL SIGNED
 & SEALED SOILS REPORTS WERE PROVIDED. SOILS REPORTS
 SUBMITTED ARE COPIES THEY DO NOT HAVE THE ENGINEERS
 ORIGINAL SIGNATURE. SOILS REPORT: 2014 FBC-B 1803.5.2
 QUESTIONABLE SOIL. WHERE THE CLASSIFICATION, STRENGTH
 OR COMPRESSIBILITY OF THE SOIL IS IN DOUBT OR WHERE A
 LOAD-BEARING VALUE SUPERIOR TO THAT SPECIFIED IN THIS
 CODE IS CLAIMED, THE BUILDING OFFICIAL SHALL BE
 PERMITTED TO REQUIRE THAT A GEOTECHNICAL INVESTIGATION
 BE CONDUCTED.
  
 2) 4/04/2017 BUILDING PROVISO: E-MAILED THE ARCHITECT
 AND BUILDER THERE IS NO LONGER A NEED FOR A RESIDENT
 INSPECTOR, I SPOKE WITH TTHE BUILDIJNG OFFICIAL ROBERT
 BROWN AND WILL REQUIRE THE CONTRACTOR TO PROVIDE WELD
 PROCEDURE SPECIFICATIONS & WELDER OPERATOR PERFORMANCE
 QUALIFICATION RECORDS IN ACCORDANCE WITH THE REFERENCED
 STANDARDS AT TIME OF INSPECTION.
 2014 FBC-B 2204.1 WELDING
 2014 FBC-B 2204.2 BOLTING
  
 3) SHEET LS-200: 4A) BUILDING PROVISO: WILL BE PROVIDED
 BY THE CONTRACTOR PRIOR TO CONSTRUCTION AS A SHOP
 DRAWING. DEFERRED SUBMITTAL. PLEASE PROVIDE THE AREA
 CONCRETE BLOCK MANUFACTURER THAT WILL BE PROVIDING THE
 2 HOUR FIRE RATED BLOCK, IN THE EQUIVALENT THICKNESS
 PER 2014 FBC-B TABLE 722.3.2.
  
 4) BUILDING PROVISO: SHEET A-102A INDICATES A FIRE
 RATED CHASE FOR THE RANGE EXHAUST DUCT, THE DETAIL IS
 FOR SHALT WALL CONSTRUCTION, PLEASE PROVIDE A DETAIL
 HOW THE BOTTOM OF THE SHAFT WILL BE SEALED OR
 PENETRATION THROUGH THE RATED FLOOR. 713.11 ENCLOSURE
 AT THE BOTTOM. SHOP DRAWINGS ARE TO BE SUBMITTED TO THE
 BUILDING DEPARTMENT INDICATING THE EXACT PRODUCT THAT
 ARE TO BE INSTALLED.
  
 5) BUILDING PROVISO: DEFERRED SUBMITTALS. MISSING
 PRODUCT APPROVALS: 2014 FBC-B 1609.1.2 PROTECTION OF
 OPENINGS, 1609.6.4.4.1 COMPONENTS & CLADDING. FLORIDA
 DEPARTMENT OF COMMUNITY AFFAIRS RULE 9N-3 NOV. 01/ 2010
 (31) SUB-CATEGORY OF PRODUCTS OR CONSTRUCTION SYSTEMS
 THAT WILL REQUIRE PRODUCT APPROVALS:
 (31)(A) EXTERIOR DOORS.
 (B) WINDOWS - FOR ALL PRODUCTS WITH GLAZING, PLEASE
 IDENTIFY THE OPENING WIDTH & HEIGHT, TYPE OF
 GLAZING, MULLION INFORMATION IF REQUIRED, ATTACHMENTS
 AND ASSOCIATE PRESSURES FOR EACH
 OPENING SIZE.
 (C) PANEL WALLS: STOREFRONTS, CURTAIN WALLS, WALL
 LOUVERS, EFIS SYSTEMS,
 (D) ROOFING PRODUCTS AND ASSEMBLIES
 (G) PRE-ENGINEERED A/C STANDS
  
 6) WHEN RESUBMITTING PLANS PLEASE INDICATE THE REVISION
 & REMOVE ANY VOIDED SHEETS & REPLACE ANY PAGES AS
 NECESSARY. A TRANSMITTAL LETTER LISTING THE ORIGINAL
 REVIEW COMMENT NUMBER, WITH A DESCRIPTION OF THE
 REVISION MADE, IDENTIFYING THE SHEET OR SPECIFICATION
 PAGE WHERE THE CHANGES CAN BE FOUND WILL HELP TO
 EXPEDITE YOUR PERMIT. THANK YOU FOR YOUR ANTICIPATED
 COOPERATION.
  
 JAMES A. WITMER CBO
 SENIOR COMMERCIAL COMBINATION PLANS EXAMINER
 CONSTRUCTION SERVICES DIVISION
 DEVELOPMENT SERVICES DEPARTMENT
 TEL: 561-805-6715
 FAX: 561-805-6676
 E-MAIL: [email protected]
  
Review Stop B BUILDING (STRUCTURAL)
Rev No 2 Status F Date 2016-10-18 Cont ID  
Sent By jwitmer Date 2016-10-18 Time 14:01 Rev Time 0.00
Received By jwitmer Date 2016-10-18 Time 08:58 Sent To  
Notes
2016-10-18 14:01:25BUILDING PLAN REVIEW
 W. P. B. PERMIT: 16071078
 ADD: 1718 PARKER AVENUE/ FIRE STATION # 4
 CONT: HEDRICK BROTHERS
 TEL: 561-662-8049
 E-MAIL: [email protected]
  
 2014 FLORIDA BUILDING CODE W 2014 WEST PALM BEACH
 AMENDMENTS TO THE FLORIDA BUILDING CODE, CHAPTER 1,
 ADMINISTRATION
  
 2ND REVIEW
 DATE: TUES. OCT. 18/ 2016
 ACTION: DENIED
  
 NOTICE TO CONTRACTOR PLANS WILL NOT PASS AS LONG AS THE
 FAILED SHEETS ARE WITHIN THE SET OF DOCUMENTS!!!!!!!!
 2ND REQUEST. WHEN RESUBMITTING PLANS PLEASE INDICATE
 THE REVISION & REMOVE ANY VOIDED SHEETS & REPLACE ANY
 PAGES AS NECESSARY. A TRANSMITTAL LETTER LISTING THE
 ORIGINAL REVIEW COMMENT NUMBER, WITH A DESCRIPTION OF
 THE REVISION MADE, IDENTIFYING THE SHEET OR
 SPECIFICATION PAGE WHERE THE CHANGES CAN BE FOUND WILL
 HELP TO EXPEDITE YOUR PERMIT. THANK YOU FOR YOUR
 ANTICIPATED COOPERATION.
  
 2014 FLORIDA BUILDING CODE W 2014 WEST PALM BEACH
 AMENDMENTS TO THE FLORIDA BUILDING CODE, CHAPTER 1,
 ADMINISTRATION 107.2.1.4 QUALITY OF BUILDING PLANS. THE
 BUILDING OFFICIAL MAY ESTABLISH THROUGH DEPARTMENTAL
 POLICY, OTHER STANDARDS FOR PLANS AND SPECIFICATIONS,
 IN ORDER TO PROVIDE CONFORMITY TO ITS RECORD RETENTION
 PROGRAM.
  
  
 1) MISSING DOCUMENTS 2014 FLORIDA BUILDING CODE W 2014
 WEST PALM BEACH AMENDMENTS TO THE FLORIDA BUILDING
 CODE, CHAPTER 1, ADMINISTRATION:
 107.3.5.1 COMMERCIAL BUILDINGS:
  
 1A) 2ND REQUEST SOILS REPORTS SUBMITTED ARE COPIES THEY
 DO NOT HAVE THE ENGINEERS ORIGINAL SIGNATURE. SOILS
 REPORT: 2014 FBC-B 1803.5.2 QUESTIONABLE SOIL. WHERE
 THE CLASSIFICATION, STRENGTH OR COMPRESSIBILITY OF THE
 SOIL IS IN DOUBT OR WHERE A LOAD-BEARING VALUE SUPERIOR
 TO THAT SPECIFIED IN THIS CODE IS CLAIMED, THE BUILDING
 OFFICIAL SHALL BE PERMITTED TO REQUIRE THAT A
 GEOTECHNICAL INVESTIGATION BE CONDUCTED.
  
 1B) 2ND REQUEST ENERGY CALCULATIONS: 2014 FBC-ENERGY
 CODE. C401.2 APPLICATION. COMMERCIAL BUILDINGS
 SUBMITTED ANSI/ASHRAE/IESNA 90.1. SEE MECHANICAL
 COMMENT # 5, REVISE ENERGY CALCULATIONS TO INCLUDE CU-1
 & CU-2.
  
 2) THIS BUILDING QUALIFIES FOR THE RESIDENT INSPECTOR
 PROGRAM. 2014 WEST PALM BEACH AMENDMENTS TO THE FLORIDA
 BUILDING CODE, CHAPTER 1, ADMINISTRATION, 110.3.9 OTHER
 INSPECTIONS SERVICES. THE BUILDING OFFICIAL MAY MAKE,
 OR CAUSE TO BE MADE BY OTHERS, THE INSPECTIONS REQUIRED
 BY SECTION 109. HE/SHE MAY ACCEPT REPORTS OF INSPECTORS
 OF RECOGNIZED INSPECTION SERVICES, PROVIDED THAT AFTER
 INVESTIGATION HE/SHE IS SATISFIED AS TO THEIR
 QUALIFICATIONS AND RELIABILITY. A CERTIFICATE CALLED
 FOR BY ANY PROVISION OF THE TECHNICAL CODES SHALL NOT
 BE BASED ON SUCH REPORTS UNLESS THE SAME ARE IN WRITING
 AND CERTIFIED BY A RESPONSIBLE OFFICER OF SUCH SERVICE.
 THE BUILDING OFFICIAL MAY REQUIRE THE OWNER TO EMPLOY
 AN INSPECTION SERVICE IN THE FOLLOWING INSTANCES:
  
 1. FOR BUILDINGS OR ADDITIONS OF TYPE I OR II
 CONSTRUCTION
 2. FOR ALL MAJOR STRUCTURAL ALTERATIONS
 3. WHERE THE CONCRETE DESIGN IS BASED ON COMPRESSIVE
 STRENGTH (F ?C) IN EXCESS OF 3000
 POUNDS PER SQUARE INCH
 4. FOR PILE DRIVING
 5. FOR BUILDINGS WITH AREA GREATER THAN 20,000 SQUARE
 FOOT
 6. FOR BUILDINGS MORE THAN 2 STORIES IN HEIGHT
 7. FOR BUILDINGS AND STRUCTURES OF UNUSUAL DESIGN OR
 METHODS OF CONSTRUCTION
 STEEL WELDED FRAMEWORK (BAR JOIST & ROOF DECK).
 RESPONSE: PER THE BUILDING OFFICIAL ROBERT BROWN,
 SPECIAL INSPECTIONS WILL ONLY BE REQUIRED FOR
 STRUCTURAL STEEL WELDING AND BOLTABLE CONNECTIONS.
  
 2A) RESIDENT INSPECTOR FORMS MUST BE SIGNED BY ALL
 PARTIES NOTARIZED AND RETURNED TO THE BUILDING
 DEPARTMENT. FORMS E-MAILED TO:
 [email protected] 10/18/2016 1:37 PM
  
 2B) FOR THE RESIDENT INSPECTOR PLEASE PROVIDE A RESUME'
 OF INSPECTION EXPERIENCE ON PREVIOUS PROJECT. THE
 RESUME' MUST BE ACCOMPANIED BY ALL CERTIFICATES AS
 SPECIFIED HEREIN. THE BUILDING OFFICIAL OR HIS DESIGNEE
 WILL REVIEW THE RESUME'. AFTER THE RESUME' IS REVIEWED,
 AN INTERVIEW WILL BE SCHEDULED. UNDER NO CIRCUMSTANCES
 WILL AN INSPECTOR BE INTERVIEWED FOR WORK WITHOUT FIRST
 MEETING THE ABOVE CRITERIA.
  
 2C) THE CONTRACTOR WILL PRODUCE A JOB SUMMARY OR
 HISTORY FOR THIS TYPE OF CONSTRUCTION.
  
 2D) NOTE FOR PAPER PLANS 3 SETS OF DOCUMENTS ARE
 REQUIRED.
  
 2E) PLEASE CALL THE CITY OF WEST PALM BEACH?S AUTOMATED
 TELEPHONE INSPECTIONS LINE (561) 805-6700) FOR
 IN-PROGRESS INSPECTIONS FOR AUDITING OF JOBSITE
 INSPECTIONS.
  
 3) SHEET LS-100 & LS-101:
  
 3) COMPLIED.
  
 4) SHEET LS-200:
 4A) BUILDING PROVISO: WILL BE PROVIDED BY THE
 CONTRACTOR PRIOR TO CONSTRUCTION AS A SHOP DRAWING.
 DEFERRED SUBMITTAL. PLEASE PROVIDE THE AREA CONCRETE
 BLOCK MANUFACTURER THAT WILL BE PROVIDING THE 2 HOUR
 FIRE RATED BLOCK, IN THE EQUIVALENT THICKNESS PER 2014
 FBC-B TABLE 722.3.2.
  
 4B) COMPLIED
  
 5)COMPLIED. ASCE 24-05 FOR ESSENTIAL FACILITIES TABLE
 1-1 FIRE STATIONS A BUILDING CATEGORY IV. TABLE 2-1 FOR
 CATEGORY IV STRUCTURES REQUIRES A ELEVATION OF BFE(BASE
 FLOOD ELEVATION)+ 2 FT. THE PROPOSED NEW BASE FLOOD
 ELEVATION OF 12.7 FT. + 2.0 FT= 14.7 FT. NGVD AS THE
 MINIMUM BUILDING HEIGHT. THE NEW PROPOSED SLAB HEIGHT
 OF 15.53 FT. NGVD IS CODE COMPLIANT TO THE MORE
 STRINGENT ASCE 24-5.
  
 6A-B) COMPLIED.
  
 6C) NEW COMMENT THE DORM ROOMS SHOW STOREFRONT WINDOWS.
 IN DISCUSSION WITH THE BUILDING OFFICIAL ROBERT BROWN
 RATHER THAN REQUEST COMPLIANCE WITH 2014 FBC-B 1029
 EMERGENCY ESCAPE AND RESCUE WINDOWS THIS R2 OCCUPANCY
 IS SIMILAR TO SLEEPING ROOMS FOR SLEEP STUDIES AND OR
 I-2 OCCUPANCIES WHERE THE INDIVIDUALS ARE MONITORED OR
 SUPERVISION. ON SHEET LS-100 UNDER THE WORDING DORM
 THERE IS A REVISION # 1 BUBBLED R-2 OCCUPANCY, PLEASE
 ADD THE VERBIAGE, UNDER MONITORED WATCH PERSONAL.
  
 7-10)COMPLIED.
  
 10) BUILDING PROVISO: SHEET A-102A INDICATES A FIRE
 RATED CHASE FOR THE RANGE EXHAUST DUCT, THE DETAIL IS
 FOR SHALT WALL CONSTRUCTION, PLEASE PROVIDE A DETAIL
 HOW THE BOTTOM OF THE SHAFT WILL BE SEALED OR
 PENETRATION THROUGH THE RATED FLOOR. 713.11 ENCLOSURE
 AT THE BOTTOM. SHOP DRAWINGS ARE TO BE SUBMITTED TO THE
 BUILDING DEPARTMENT INDICATING THE EXACT PRODUCT THAT
 ARE TO BE INSTALLED.
  
 11) COMPLIED ICC-ES REPORT ESR- ICYNENE.
  
 12) COMPLIED. PRESSURES ARE FOUND ON SHEETS A-201 &
 S-401
  
 13) BUILDING PROVISO: DEFERRED SUBMITTALS. MISSING
 PRODUCT APPROVALS: 2014 FBC-B 1609.1.2 PROTECTION OF
 OPENINGS, 1609.6.4.4.1 COMPONENTS & CLADDING. FLORIDA
 DEPARTMENT OF COMMUNITY AFFAIRS RULE 9N-3 NOV. 01/ 2010
 (31) SUB-CATEGORY OF PRODUCTS OR CONSTRUCTION SYSTEMS
 THAT WILL REQUIRE PRODUCT APPROVALS:
 (31)(A) EXTERIOR DOORS.
 (B) WINDOWS - FOR ALL PRODUCTS WITH GLAZING, PLEASE
 IDENTIFY THE OPENING WIDTH & HEIGHT, TYPE OF
 GLAZING, MULLION INFORMATION IF REQUIRED, ATTACHMENTS
 AND ASSOCIATE PRESSURES FOR EACH
 OPENING SIZE.
 (C) PANEL WALLS: STOREFRONTS, CURTAIN WALLS, WALL
 LOUVERS, EFIS SYSTEMS,
 (D) ROOFING PRODUCTS AND ASSEMBLIES
 (G) PRE-ENGINEERED A/C STANDS
  
 14-15) COMPLIED.
  
 16A)SEMI-COMPLIED/ 2ND REQUEST. SHEETS A-403A ( A-405
 COMPLIED) SHOWS THE HANDRAIL STARTING A HORIZONTAL
 EXTENSION AT THE FIRST RISER CAUSING THE EXTENSION TO
 BE AT 3 FT. 6 INCHES IN HEIGHT. NOTE IN THE FBC-B
 SECTION 1012.6 THE HANDRAIL SHALL CONTINUE ITS SLOPE
 PAST THE 1ST RISE THE DISTANCE OF THE TREAD BEFORE THE
 12 INCH HORIZONTAL EXTENSION STARTS. THE HANDRAIL
 DEPICTED AT THE TOP OF THE STAIR AT 3 FEET ABOVE THE
 FINISH FLOOR WILL END UP AT 3 FOOT ABOVE THE FINISH
 FLOOR NOT THE 3 FOOT- 6 INCHES AS SHOWN.
  
 16B-C) COMPLIED.
  
 17) WHEN RESUBMITTING PLANS PLEASE INDICATE THE
 REVISION & REMOVE ANY VOIDED SHEETS & REPLACE ANY PAGES
 AS NECESSARY. A TRANSMITTAL LETTER LISTING THE ORIGINAL
 REVIEW COMMENT NUMBER, WITH A DESCRIPTION OF THE
 REVISION MADE, IDENTIFYING THE SHEET OR SPECIFICATION
 PAGE WHERE THE CHANGES CAN BE FOUND WILL HELP TO
 EXPEDITE YOUR PERMIT. THANK YOU FOR YOUR ANTICIPATED
 COOPERATION.
  
 JAMES A. WITMER CBO
 SENIOR COMMERCIAL COMBINATION PLANS EXAMINER
 CONSTRUCTION SERVICES DIVISION
 DEVELOPMENT SERVICES DEPARTMENT
 TEL: 561-805-6715
 FAX: 561-805-6676
 E-MAIL: [email protected]
  
Review Stop B BUILDING (STRUCTURAL)
Rev No 1 Status F Date 2016-06-13 Cont ID  
Sent By jwitmer Date 2016-06-13 Time 11:57 Rev Time 0.00
Received By jwitmer Date 2016-06-13 Time 11:56 Sent To  
Notes
2016-06-13 11:57:10BUILDING PLAN REVIEW
 W. P. B. PERMIT: 16071078
 ADD: 1718 PARKER AVENUE/ FIRE STATION # 4
 CONT: HEDRICK BROTHERS
 TEL: 561-662-8049
 E-MAIL: [email protected]
  
 2014 FLORIDA BUILDING CODE W 2014 WEST PALM BEACH
 AMENDMENTS TO THE FLORIDA BUILDING CODE, CHAPTER 1,
 ADMINISTRATION
  
 1ST REVIEW
 DATE: FRI. JUNE 10/ 2016
 ACTION: DENIED
  
 1) MISSING DOCUMENTS 2014 FLORIDA BUILDING CODE W 2014
 WEST PALM BEACH AMENDMENTS TO THE FLORIDA BUILDING
 CODE, CHAPTER 1, ADMINISTRATION:
 107.3.5.1 COMMERCIAL BUILDINGS:
  
 1A) SOILS REPORT: 2014 FBC-B 1803.5.2 QUESTIONABLE
 SOIL. WHERE THE CLASSIFICATION, STRENGTH OR
 COMPRESSIBILITY OF THE SOIL IS IN DOUBT OR WHERE A
 LOAD-BEARING VALUE SUPERIOR TO THAT SPECIFIED IN THIS
 CODE IS CLAIMED, THE BUILDING OFFICIAL SHALL BE
 PERMITTED TO REQUIRE THAT A GEOTECHNICAL INVESTIGATION
 BE CONDUCTED.
  
 1B) ENERGY CALCULATIONS: 2014 FBC-ENERGY CODE. C401.2
 APPLICATION. COMMERCIAL BUILDINGS SHALL COMPLY WITH ONE
 OF THE FOLLOWING:
 1B)(1.) THE REQUIREMENTS OF ANSI/ASHRAE/IESNA 90.1.
  
 1B)(2.) THE REQUIREMENTS OF SECTIONS C402, C403, C404
 AND C405. IN ADDITION, COMMERCIAL BUILDINGS SHALL
 COMPLY WITH EITHER SECTION C406.2, C406.3 OR C406.4.
  
 1B)(3.) THE REQUIREMENTS OF SECTION C407, C402.4,
 C403.2, C404, C405.2, C405.3, C405.4, C405.6 AND
 C405.7. THE BUILDING ENERGY COST SHALL BE EQUAL TO OR
 LESS THAN 85 PERCENT OF THE STANDARD REFERENCE DESIGN
 BUILDING.
  
 2) THIS BUILDING QUALIFIES FOR THE RESIDENT INSPECTOR
 PROGRAM. 2014 WEST PALM BEACH AMENDMENTS TO THE FLORIDA
 BUILDING CODE, CHAPTER 1, ADMINISTRATION, 110.3.9 OTHER
 INSPECTIONS SERVICES. THE BUILDING OFFICIAL MAY MAKE,
 OR CAUSE TO BE MADE BY OTHERS, THE INSPECTIONS REQUIRED
 BY SECTION 109. HE/SHE MAY ACCEPT REPORTS OF INSPECTORS
 OF RECOGNIZED INSPECTION SERVICES, PROVIDED THAT AFTER
 INVESTIGATION HE/SHE IS SATISFIED AS TO THEIR
 QUALIFICATIONS AND RELIABILITY. A CERTIFICATE CALLED
 FOR BY ANY PROVISION OF THE TECHNICAL CODES SHALL NOT
 BE BASED ON SUCH REPORTS UNLESS THE SAME ARE IN WRITING
 AND CERTIFIED BY A RESPONSIBLE OFFICER OF SUCH SERVICE.
 THE BUILDING OFFICIAL MAY REQUIRE THE OWNER TO EMPLOY
 AN INSPECTION SERVICE IN THE FOLLOWING INSTANCES:
  
 1. FOR BUILDINGS OR ADDITIONS OF TYPE I OR II
 CONSTRUCTION
 2. FOR ALL MAJOR STRUCTURAL ALTERATIONS
 3. WHERE THE CONCRETE DESIGN IS BASED ON COMPRESSIVE
 STRENGTH (F ?C) IN EXCESS OF 3000
 POUNDS PER SQUARE INCH
 4. FOR PILE DRIVING
 5. FOR BUILDINGS WITH AREA GREATER THAN 20,000 SQUARE
 FOOT
 6. FOR BUILDINGS MORE THAN 2 STORIES IN HEIGHT
 7. FOR BUILDINGS AND STRUCTURES OF UNUSUAL DESIGN OR
 METHODS OF CONSTRUCTION
 STEEL WELDED FRAMEWORK (BAR JOIST & ROOF DECK).
  
 2A) RESIDENT INSPECTOR FORMS MUST BE SIGNED BY ALL
 PARTIES NOTARIZED AND RETURNED TO THE BUILDING
 DEPARTMENT.
  
 2B) FOR THE RESIDENT INSPECTOR PLEASE PROVIDE A RESUME'
 OF INSPECTION EXPERIENCE ON PREVIOUS PROJECT. THE
 RESUME' MUST BE ACCOMPANIED BY ALL CERTIFICATES AS
 SPECIFIED HEREIN. THE BUILDING OFFICIAL OR HIS DESIGNEE
 WILL REVIEW THE RESUME'. AFTER THE RESUME' IS REVIEWED,
 AN INTERVIEW WILL BE SCHEDULED. UNDER NO CIRCUMSTANCES
 WILL AN INSPECTOR BE INTERVIEWED FOR WORK WITHOUT FIRST
 MEETING THE ABOVE CRITERIA.
  
 2C) THE CONTRACTOR WILL PRODUCE A JOB SUMMARY OR
 HISTORY FOR THIS TYPE OF CONSTRUCTION.
  
 2D) NOTE FOR PAPER PLANS 3 SETS OF DOCUMENTS ARE
 REQUIRED.
  
 2E) PLEASE CALL THE CITY OF WEST PALM BEACH?S AUTOMATED
 TELEPHONE INSPECTIONS LINE (561) 805-6700) FOR
 IN-PROGRESS INSPECTIONS FOR AUDITING OF JOBSITE
 INSPECTIONS.
  
 3) SHEET LS-100 & LS-101:
  
 3A) DEPICTED ON SHEET LS-100 DEPICTS THE FLOOR PLAN FOR
 THE 1ST & 2ND FLOOR. SHEET LS-101 LIST THERE ARE ONLY 2
 OCCUPANCIES FOR THIS BUILDING, A R2 AND A S2 / ENCLOSED
 PARKING GARAGE. THERE ARE ACTUALLY (4) TYPES OF
 OCCUPANCIES IN THIS STRUCTURE, ASSEMBLY USAGE,
 BUSINESS, R2 DORMITORIES & S2 ENCLOSED PARKING GARAGE.
 PLEASE REFER TO THE 2012 IBC-B BASE CODE FOR THE 5TH
 EDITION OF THE FLORIDA BUILDING CODE- BUILDING. SECTION
 304.1 BUSINESS OCCUPANCY UNDER THE CODE COMMENTARY.
 FIRE STATIONS WILL BE A MIX OF OFFICES, PARKING AND
 MAINTENANCE FACILITIES, FOR THE FIRE ENGINES AND LIVING
 SPACES FOR THE FIRE FIGHTERS. OFTEN A MEETING ROOM THAT
 IS OPEN TO THE PUBLIC IS ALSO INCLUDED. THIS TYPE OF
 FACILITY IS A MIX OF A, B, R & S OCCUPANCIES.
  
 3B) THE 1ST FLOOR APPEARS TO BE A BUSINESS USE
 OCCUPANCY, THE 2ND FLOOR IS A MIXED USE OCCUPANCY, WHEN
 THE OCCUPANCY USAGE IS OVER 10% OF THE FLOOR AREA IT IS
 NO LONGER AN INCIDENTAL USE AREA SEE FBC-B 509.3. THE
 DORMS HAVE 600 SQ. FT. /50= 12 OCCUPANTS, AN A3 GYM
 USAGE OF 696 SQ. FT./ 50= 14 OCCUPANTS. THE STORAGE
 CLOSETS TOTAL 102 SQ. FT. AND LAUNDRY ARE ANCILLARY USE
 TO THE MAIN OCCUPANCY.
  
 3C) THE ISSUE WITH THE 2ND FLOOR EVEN IF YOU CONSIDER
 THE WHOLE FLOOR THE R2 OCCUPANCY YOU STILL HAVE TO RATE
 THE DORM ROOMS IN ACCORDANCE WITH 2014 FBC-B 420.2. SEE
 SLEEPING UNITS STILL NEED TO HAVE FIRE PARTITIONS IN
 ACCORDANCE WITH 708 AND OPENING PROTECTIVES IN
 ACCORDANCE WITH TABLE 716.5. COMPLIANCE WITH FBC-B
 420.5 SMOKE DETECTION AND FIRE ALARM SYSTEMS WILL NEED
 TO BE COMPLIED WITH.
  
 3D) EVEN THOUGH THIS BEING A IIIB TYPE STRUCTURE TABLE
 601 DOESN?T REQUIRE FIRE RATING PLEASE REFER TO FBC-B
 420.3 420.3 HORIZONTAL SEPARATION. FLOOR ASSEMBLIES
 SEPARATING DWELLING UNITS IN THE SAME BUILDINGS, FLOOR
 ASSEMBLIES SEPARATING SLEEPING UNITS IN THE SAME
 BUILDING AND FLOOR ASSEMBLIES SEPARATING DWELLING OR
 SLEEPING UNITS FROM OTHER OCCUPANCIES CONTIGUOUS TO
 THEM IN THE SAME BUILDING SHALL BE CONSTRUCTED AS
 HORIZONTAL ASSEMBLIES IN ACCORDANCE WITH SECTION 711.
  
 3E) IN REGARDS TO THE 2ND FLOOR CORRIDOR AND OCCUPANT
 LOAD OF THE DORMITORY?S. THE DORMS HAVING A SQUARE
 FOOTAGE OF 600 SQ. FEET/ 50= 12 OCCUPANTS. IN THE 2014
 FBC-B TABLE 1018.1 WHEN THE OCCUPANT LOAD IS GREATER
 THAN 10 THERE IS STILL A ? HOUR FIRE RATING REQUIRED
 AND OPENING PROTECTIVES. I?VE SPOKEN TO THE BUILDING
 OFFICIAL ROBERT BROWN ABOUT THIS ISSUE. IN HOW THE
 DORMITORY?S ARE GOING TO BE USED HE BELIEVES THE DORMS
 WILL BE SINGLE USER SLEEPING ROOMS OR THERE WILL NEVER
 BE MORE THAN A TOTAL OF 7 SLEEPING AT THE SAME TIME.
 THE BUILDING OFFICIAL WOULD LIKE A LETTER FROM THE FIRE
 DEPARTMENT DECLARING THE USAGE AS SUCH AND THIS LETTER
 WILL THEN BE MADE AS PART OF THE PERMIT PACKAGE.
  
 3F) SHEET LS100. THE 2ND FLOOR THE EAST END OF CORRIDOR
 37 WHERE IT LEADS TO THE FIRE POLE THERE IS A DOOR
 MISSING IN THE 2 HOUR FIRE RATED WALL SEPARATING THE S2
 AND R2 OCCUPANCIES. SEE TABLE 716.5. SHEET A-102 DOES
 SHOW THE MISSING DOOR.
  
 3G) SHEET LS100 SHOWS A LIFT ROOM # 19. PLEASE CLARIFY
 IF YOU ARE DEFINING THIS UNIT AS A PLATFORM LIFT
 COVERED UNDER THE 2014 FBC-ACCESSIBILITY CODE 206.7 AND
 COMPLYING WITH THE REQUIREMENTS OF 410, OR LULA?S
 LIMITED USE/ LIMITED APPLICATION ELEVATORS THAT COMPLY
 WITH SECTION 408 AND ASME A17.1?
 PLEASE NOTE PLATFORM LIFTS ARE LIMITED IN NEW
 CONSTRUCTION SEE COMPLIANCE WHERE THEY CAN BE
 INSTALLED.
 PLEASE PROVIDE THE MANUFACTURERS SHOP DRAWING FOR
 INSTALLATION.
  
 4) SHEET LS-200:
 4A) PLEASE PROVIDE THE AREA CONCRETE BLOCK MANUFACTURER
 THAT WILL BE PROVIDING THE 2 HOUR FIRE RATED BLOCK, IN
 THE EQUIVALENT THICKNESS PER 2014 FBC-B TABLE 722.3.2.
  
 4B) THE LS-200 DOES NOT PROVIDE ANY FLOOR FIRE
 ASSEMBLIES. WITH THE 1ST FLOOR BEING A BUSINESS
 OCCUPANCY AND THE 2ND FLOOR HAVING A MIXED OCCUPANCY
 COMPLIANCE WITH 508.4.4 OCCUPANCY SEPARATION AND
 508.4.4.1 CONSTRUCTION. TABLE 707.3.10 FIRE-RESISTANCE
 RATING REQUIREMENTS FOR FIRE BARRIER ASSEMBLIES OR
 HORIZONTAL ASSEMBLIES BETWEEN FIRE AREAS: B / A3 & R2
 REQUIRE 2HOURS.
 REQUIRED SEPARATIONS SHALL BE FIRE BARRIERS CONSTRUCTED
 IN ACCORDANCE WITH HORIZONTAL ASSEMBLIES CONSTRUCTED IN
 ACCORDANCE WITH SECTION 711.
 714.4.1 FIRE-RESISTANCE-RATED ASSEMBLIES. PENETRATIONS
 OF THE FIRE-RESISTANCE-RATED FLOOR, FLOOR/CEILING
 ASSEMBLY OR THE CEILING MEMBRANE OF A ROOF/CEILING
 ASSEMBLY SHALL COMPLY WITH SECTIONS 714.4.1.1 THROUGH
 714.4.1.3.
  
 5) NOTICE ONLY!!! THE ARCHITECTURAL AND STRUCTURAL
 SHEETS DOES NOT PROVIDE AT WHAT ELEVATION THE FINISH
 FLOOR ELEVATION WILL BE. THE OLD FIRE STATION THAT IS
 TO BE DEMOLISHED FINISH FLOOR IS AT AN ELEVATION OF
 16.24 NGVD. HABITABLE AREAS/ TRUCK BAYS 15.93 NGVD. THE
 NEW PROPOSED ELEVATION FOR THE FINISH FLOOR IS AN
 ELEVATION OF 15.53 NGVD OR APPROXIMATELY 9 INCH LOWER.
 OUR CURRENT FLOOD MAPS SHOW A FLOOD ZONE SHOW THE FLOOD
 ZONE A9 AT A ELEVATION 13.0 NGVD JUST WEST OF PARKER
 AND PARK PLACE. THE NEW PROPOSED FLOOD MAPS SHOW THE A9
 FLOOD ZONE ENCROACHING FURTHER EAST ON PARK PLACE. THE
 NEW PROPOSED FLOOD MAP ALSO DROPPED THE ELEVATION OF
 THE A9 FLOOD ZONE TO AN ELEVATION OF 12.7 FT. NGVD.
 ASCE 24-05 FOR ESSENTIAL FACILITIES TABLE 1-1 FIRE
 STATIONS A BUILDING CATEGORY IV. TABLE 2-1 FOR CATEGORY
 IV STRUCTURES REQUIRES A ELEVATION OF BFE(BASE FLOOD
 ELEVATION)+ 2 FT. THE PROPOSED NEW BASE FLOOD ELEVATION
 OF 12.7 FT. + 2.0 FT= 14.7 FT. NGVD AS THE MINIMUM
 BUILDING HEIGHT. THE NEW PROPOSED SLAB HEIGHT OF 15.53
 FT. NGVD IS CODE COMPLIANT TO THE MORE STRINGENT ASCE
 24-5.
  
 6A) SHEET A-100 ON THE 1ST FLOOR THE DOOR SWING IS NOT
 TURNED ON THE EXTERIOR DOORS 01,22,23 & 23A. ADDITIONAL
 INFORMATION REQUIRED. 107.2.1.3.
  
 6B) THE DORM WALLS AND DOORS DO NOT SHOW COMPLIANCE
 WITH: WITH 2014 FBC-B 420.2. SEE SLEEPING UNITS STILL
 NEED TO HAVE FIRE PARTITIONS IN ACCORDANCE WITH 708 AND
 OPENING PROTECTIVES IN ACCORDANCE WITH TABLE 716.5.
  
 7A) SHEET A-100A THE MAIN ENTRY STAIR ONLY SHOWS ONE
 HANDRAIL PLEASE SHOW COMPLIANCE WITH 2014 FBC-B
 1009.15 HANDRAILS. STAIRWAYS SHALL HAVE HANDRAILS ON
 EACH SIDE AND SHALL COMPLY WITH SECTION 1012.
 NOTE SHEET C-5.01 SHOWS AN ELEVATION CHANGE OF 26 ?
 INCHES GUARDRAILS NOT REQUIRED. SHEET A-100 MISSING THE
 KNEE WALLS FOR THE RAMP FRONT ENTRY COURTYARD AND KNEE
 WALL BETWEEN THE FRONT ENTRY COURTYARD AND DRIVE AISLE.
  
 7B) SHEET A-100A THE STAIR # 1 EXTERIOR LANDING AS
 SHOWN ON THIS SHEET IS NOT CONSISTENT WITH THE DESIGN
 SHOWN ON SHEET A-100A. THE LANDING AND STAIR ARE
 NARROWER ON SHEET A-100A AS WELL AS THERE IS A 42 INCH
 HIGH KNEE WALL ON SHEET A-100A. ONLY 1 HANDRAIL IS
 SHOWN ON SHEET A-100A. COMPLY WITH 2014 FBC-B
 1009.15 HANDRAILS. STAIRWAYS SHALL HAVE HANDRAILS ON
 EACH SIDE AND SHALL COMPLY WITH SECTION 1012.
  
 8) SHEET C-5.01 SHOWS AN ACCESSIBLE PARKING ON THE SIDE
 STREET PARK PLACE. SHEET C-5.01 SHOW THE USE OF (2)
 FDOT TYPE CR-E ADA RAMPS WITH WHAT APPEARS TO BE A
 RAISED CONCRETE WALKWAY BETWEEN AND THE LOCATION OF THE
 HANDICAPPED PARKING SIGN CENTERED IN THIS AREA. THE ARE
 2 ISSUES WITH THIS AREA:
  
 8A) COMPLIANCE WITH 2014 FBC-ACCESS. CODE 502.2.1
 ON-STREET PARALLEL PARKING.
 SPACES MUST COMPLY WITH SECTIONS 208 AND 502 OF THE ADA
 STANDARDS FOR ACCESSIBLE DESIGN. CURBS ADJACENT TO SUCH
 SPACES MUST BE OF A HEIGHT THAT DOES NOT INTERFERE WITH
 THE OPENING AND CLOSING OF MOTOR VEHICLE DOORS. IF
 THERE IS A VAN THAT USES THIS ACCESSIBLE PARKING PLACE
 & THE VAN USES A SIDE DOOR LIFT THERE APPEARS THERE
 WOULD POSSIBLY BE VARIATIONS IN HEIGHT OF THE CURB
 MAKING THE LIFT USELESS.
  
 8B) THE OTHER ISSUE IS THE POSITIONING OF THE
 ACCESSIBLE PARKING SPACE SIGN. AGAIN USING THE EXAMPLE
 OF AN ACCESSIBLE VAN WITH A SIDE DOOR WHEEL CHAIR LIFT
 THE LOCATION OF THE PROPOSED SIGN WOULDN?T ALLOW THE
 LIFT TO FULL EXTEND ALLOWING THE OCCUPANT TO HAVE
 ACCESS TO THE PUBLIC BUILDING. CODE 502.2.1 ON-STREET
 PARALLEL PARKING. 208.2.5.1.
  
 9) SHEET A-101A DETAIL C/A301 SHOWS A DETAIL THAT CUTS
 THROUGH BOTH STAIRWELL 1 & 2. THIS DETAIL DOES NOT SHOW
 HOW COMPLIANCE WITH 2014 FBC-ACCESSIBILITY CODE SECTION
 307.4 VERTICAL CLEARANCE AND FIGURE 307.4.
  
 10) SHEET A-102A INDICATES A FIRE RATED CHASE FOR THE
 RANGE EXHAUST DUCT, THE DETAIL IS FOR SHALT WALL
 CONSTRUCTION, PLEASE PROVIDE A DETAIL HOW THE BOTTOM OF
 THE SHAFT WILL BE SEALED OR PENETRATION THROUGH THE
 RATED FLOOR. 713.11 ENCLOSURE AT THE BOTTOM.
 SHAFTS THAT DO NOT EXTEND TO THE BOTTOM OF THE BUILDING
 OR STRUCTURE SHALL COMPLY WITH ONE OF THE FOLLOWING:
  
 1. THEY SHALL BE ENCLOSED AT THE LOWEST LEVEL WITH
 CONSTRUCTION OF THE SAME FIRE-RESISTANCE RATING AS THE
 LOWEST FLOOR THROUGH WHICH THE SHAFT PASSES, BUT NOT
 LESS THAN THE RATING REQUIRED FOR THE SHAFT ENCLOSURE.
  
 2. THEY SHALL TERMINATE IN A ROOM HAVING A USE RELATED
 TO THE PURPOSE OF THE SHAFT. THE ROOM SHALL BE
 SEPARATED FROM THE REMAINDER OF THE BUILDING BY FIRE
 BARRIERS CONSTRUCTED IN ACCORDANCE WITH SECTION 707 OR
 HORIZONTAL ASSEMBLIES CONSTRUCTED IN ACCORDANCE WITH
 SECTION 711, OR BOTH. THE FIRE-RESISTANCE RATING AND
 OPENING PROTECTIVES SHALL BE AT LEAST EQUAL TO THE
 PROTECTION REQUIRED FOR THE SHAFT ENCLOSURE.
  
 3. THEY SHALL BE PROTECTED BY APPROVED FIRE DAMPERS
 INSTALLED IN ACCORDANCE WITH THEIR LISTING AT THE
 LOWEST FLOOR LEVEL WITHIN THE SHAFT ENCLOSURE.
  
 FLOOR ASSEMBLIES. 714.4.1.1 THROUGH PENETRATIONS.
 THROUGH PENETRATIONS OF FIRE-RESISTANCE-RATED
 HORIZONTAL ASSEMBLIES SHALL COMPLY WITH SECTION
 714.4.1.1.1 OR 714.4.1.1.2.
  
 11) SHEET A104-B SHOWS THE USE OF ICYNENE INSULATION
 THERMO-BARRIER AND VAPOR RETARDER SPRAY PLEASE PROVIDE
 THE MANUFACTURERS TESTING REPORT ICC-ES REPORT ESR-1826
 OR NEWER. THERE ARE VARIOUS SUB-SYSTEMS WITHIN THIS
 REPORT, IDENTIFY WHICH INSTALLATION WILL IS APPLIED.
 SHOW COMPLIANCE WITH 2603.4.1.6 PROTECTION AGAINST
 IGNITION AS WELL. PLANS INDICATE A R-19 THICKNESS OF
 ICYNENE.
  
 12) SHEET A-200 & A-201 SHOW WINDOW AND DOOR PRESSURES.
 THERE IS NO WIND DESIGN CRITERIA FOR THESE PRESSURES.
 2014 FBC-B 1603.1.4 WIND DESIGN DATA. THE FOLLOWING
 INFORMATION RELATED TO WIND LOADS SHALL BE SHOWN,
 REGARDLESS OF WHETHER WIND LOADS GOVERN THE DESIGN OF
 THE LATERAL FORCE-RESISTING SYSTEM OF THE STRUCTURE.
 ARE THEY IN VULT OR VASD, PROVIDE THE MEAN ROOF HEIGHT.
 12.1. ULTIMATE DESIGN WIND SPEED, VULT, (3-SECOND
 GUST), MILES PER HOUR (KM/HR) AND NOMINAL DESIGN WIND
 SPEED, VASD, AS DETERMINED IN ACCORDANCE WITH SECTION
 1609.3.1.
  
 12.2. RISK CATEGORY.
  
 12.3. WIND EXPOSURE. APPLICABLE WIND DIRECTION IF MORE
 THAN ONE WIND EXPOSURE IS UTILIZED.
  
 12.4. APPLICABLE INTERNAL PRESSURE COEFFICIENT.
  
 12.5. DESIGN WIND PRESSURES TO BE USED FOR EXTERIOR
 COMPONENT AND CLADDING MATERIALS NOT SPECIFICALLY
 DESIGNED BY THE REGISTERED DESIGN PROFESSIONAL
 RESPONSIBLE FOR THE DESIGN OF THE STRUCTURE, PSF (KN/
 M2).
  
 13) MISSING PRODUCT APPROVALS: 2014 FBC-B 1609.1.2
 PROTECTION OF OPENINGS, 1609.6.4.4.1 COMPONENTS &
 CLADDING. FLORIDA DEPARTMENT OF COMMUNITY AFFAIRS RULE
 9N-3 NOV. 01/ 2010 (31) SUB-CATEGORY OF PRODUCTS OR
 CONSTRUCTION SYSTEMS THAT WILL REQUIRE PRODUCT
 APPROVALS:
 (31)(A) EXTERIOR DOORS.
  
 (B) WINDOWS - FOR ALL PRODUCTS WITH GLAZING, PLEASE
 IDENTIFY THE OPENING WIDTH & HEIGHT, TYPE OF
 GLAZING, MULLION INFORMATION IF REQUIRED, ATTACHMENTS
 AND ASSOCIATE PRESSURES FOR EACH
 OPENING SIZE.
  
 (C) PANEL WALLS: STOREFRONTS, CURTAIN WALLS, WALL
 LOUVERS, EFIS SYSTEMS,
 (D) ROOFING PRODUCTS AND ASSEMBLIES
 (G) PRE-ENGINEERED A/C STANDS
  
 14) SHEET A300 SHOWS ROOF TOP EQUIPMENT REFERS TO
 A-502, THIS SHEET ONLY DETAILS THE ROOF TOP MECHANICAL
 SCREEN. THERE ARE DETAILS FOUND ON S-302 DETAIL 2 & 3
 NOT ALL WELDS ARE DIMENSIONED AS TO THEIR SIZE.
 107.2.1.3 ADDITIONAL INFORMATION IS REQUIRED. NO
 PRODUCT APPROVALS WERE SUBMITTED FOR THE LOUVER
 ELEMENT.
  
 15) SHEET S-102 SHOWS A GENERIC ROOF TOP DETAIL FOR
 ROOF TOP FRAMING AROUND ROOF TOP OPENINGS. TO DATE
 THERE HAS BEEN NO ROOF TOP CURBS FOR EITHER RTU?S OR
 INTAKE OR EXHAUST FANS SUBMITTED. PLEASE PROVIDE
 DOCUMENTATION FOR ATTACHMENT OF THE CURB TO THE ROOF
 TOP FRAMING AS WELL AS THE ATTACHMENT OF THE RTU OR
 ROOF TOP FAN TO ITS BASE. SHOW COMPLIANCE WITH 2014
 FBC-B 1604.4 ANALYSIS. LOAD EFFECTS ON STRUCTURAL
 MEMBERS AND THEIR CONNECTIONS SHALL BE DETERMINED BY
 METHODS OF STRUCTURAL ANALYSIS THAT TAKE INTO ACCOUNT
 EQUILIBRIUM, GENERAL STABILITY, GEOMETRIC COMPATIBILITY
 AND BOTH SHORT- AND LONG-TERM
 MATERIAL PROPERTIES. EVERY STRUCTURE SHALL BE DESIGNED
 TO RESIST THE OVERTURNING EFFECTS CAUSED BY THE LATERAL
 FORCES SPECIFIED IN THIS CHAPTER. SEE SECTION 1609 FOR
 WIND LOADS?
  
 16A) SHEETS A-403A & A-405 BOTH SHOW THE HANDRAIL
 STARTING A HORIZONTAL EXTENSION AT THE FIRST RISER
 CAUSING THE EXTENSION TO BE AT 3 FT. 6 INCHES. NOTE IN
 THE FBC-B SECTION 1012.6 THE HANDRAIL SHALL CONTINUE
 ITS SLOPE PAST THE 1ST RISE THE DISTANCE OF THE TREAD
 BEFORE THE 12 INCH HORIZONTAL EXTENSION STARTS. THE
 HANDRAIL DEPICTED AT THE TOP OF THE STAIR AT 3 FEET
 ABOVE THE FINISH FLOOR WILL END UP AT 3 FOOT ABOVE THE
 FINISH FLOOR NOT THE 3 FOOT- 6 INCHES AS SHOWN.
  
 16B) THE DETAILS ON THESE SHEETS INDICATES THE STAIRS
 ARE TO BE PRE-ENGINEERED AND MANUFACTURED AND WITH
 CONCRETE STEEL PAN TREADS. THERE IS NO MENTION OF THE
 RISERS BEING SOLID. 1009.7.5.3 SOLID RISERS.
  
 16C) SHEETS A-403A & A-405 NEITHER OF THESE SHEETS
 PROVIDE A GUARDRAIL DETAIL , SHOW COMPLIANCE WITH:
  
 1013.3 HEIGHT. REQUIRED GUARDS SHALL NOT BE LESS THAN
 42 INCHES (1067 MM) HIGH, MEASURED VERTICALLY AS
 FOLLOWS:
 2. ON STAIRS, FROM THE LINE CONNECTING THE LEADING
 EDGES OF THE TREAD NOSINGS;
  
 1013.4 OPENING LIMITATIONS. REQUIRED GUARDS SHALL NOT
 HAVE OPENINGS WHICH ALLOW PASSAGE OF A SPHERE 4 INCHES
 (102 MM) IN DIAMETER FROM THE WALKING SURFACE TO THE
 REQUIRED GUARD HEIGHT. EXCEPTIONS:
  
 1. FROM A HEIGHT OF 36 INCHES (914 MM) TO 42 INCHES
 (1067 MM), GUARDS SHALL NOT HAVE OPENINGS WHICH ALLOW
 PASSAGE OF A SPHERE 43/8 INCHES (111 MM) IN DIAMETER.
  
 2. THE TRIANGULAR OPENINGS AT THE OPEN SIDES OF A
 STAIR, FORMED BY THE RISER, TREAD AND BOTTOM RAIL SHALL
 NOT ALLOW PASSAGE OF A SPHERE 6 INCHES (152 MM) IN
 DIAMETER.
  
 17) WHEN RESUBMITTING PLANS PLEASE INDICATE THE
 REVISION & REMOVE ANY VOIDED SHEETS & REPLACE ANY PAGES
 AS NECESSARY. A TRANSMITTAL LETTER LISTING THE ORIGINAL
 REVIEW COMMENT NUMBER, WITH A DESCRIPTION OF THE
 REVISION MADE, IDENTIFYING THE SHEET OR SPECIFICATION
 PAGE WHERE THE CHANGES CAN BE FOUND WILL HELP TO
 EXPEDITE YOUR PERMIT. THANK YOU FOR YOUR ANTICIPATED
 COOPERATION.
  
 A THOROUGH REVIEW CANNOT BE MADE AT THIS TIME, AS A
 RESULT OF THE ADDITIONAL INFORMATION REQUESTED
 ADDITIONAL COMMENTS MAY APPEAR THAT WERE NOT PART OF
 THIS REVIEW.
  
 JAMES A. WITMER CBO
 SENIOR COMMERCIAL COMBINATION PLANS EXAMINER
 CONSTRUCTION SERVICES DIVISION
 DEVELOPMENT SERVICES DEPARTMENT
 TEL: 561-805-6715
 FAX: 561-805-6676
 E-MAIL: [email protected]
  
Review Stop E ELECTRICAL
Rev No 4 Status P Date 2017-05-22 Cont ID  
Sent By jleahy Date 2017-05-22 Time 12:18 Rev Time 0.00
Received By jleahy Date 2017-05-22 Time 12:18 Sent To  
Notes
***NONE***
Review Stop E ELECTRICAL
Rev No 3 Status F Date 2017-03-25 Cont ID  
Sent By vperez Date 2017-03-25 Time 07:58 Rev Time 0.00
Received By vperez Date 2017-03-25 Time 07:58 Sent To  
Notes
2017-03-25 07:59:04PLEASE ADDRESS MECHANICAL COMMENTS FOR AN ELECTRICAL
 APPROVAL.
  
 V. PEREZ
Review Stop E ELECTRICAL
Rev No 2 Status F Date 2016-09-13 Cont ID  
Sent By vperez Date 2016-09-13 Time 10:52 Rev Time 0.00
Received By vperez Date 2016-09-13 Time 10:52 Sent To  
Notes
2016-09-13 10:55:532ND REVIEW ELECTRICAL PLAN REVIEW
  
 APPLICABLE CODES IN EFFECT:
 FLORIDA BUILDING CODE 2014 5TH EDITION
 FLORIDA BUILDING CODE ENERGY CONSERVATION 2014 5TH
 EDITION
 NFPA 70- 2011 NEC
 PENDING COMMENTS:
  
  
 6. PROVIDE FROM UTILITY PROVIDER (FPL), ACTUAL
 AVAILABLE FAULT CURRENT AT THE TRANSFORMERS. FBC
 107.3.5
 7. PROVIDE AIC CALCULATION PER NEC 110.10- FBC 107.3.5
 10. SHEET E5.1- GROUNDING ELECTRODE CONDUCTOR
 UNDERSIZED AT 2/0. SHOW 3/0 PER TABLE NEC 250.66. ALSO
 CORRECT NOTE 6 TO SHOW 3/0. SHEET NOT INCLUDED ON SET.
 13. PLEASE CLARIFY THE NON-REQUIRED COPS NOTES PROVIDED
 AS TO AHJ AUTHORIZATION TO EXCLUDE THE REQUIREMENTS OF
 NEC 708 TO THIS PROJECT. PLEASE PROVIDE WHICH AHJ HAS
 GIVEN THIS DETERMINATION, AS THIS FACILITY IS A COPS.
 14. COMMENTS MAY FOLLOW UPON RE-REVIEW. PLEASE FEEL
 FREE TO CONTACT ME SHOULD YOU HAVE ANY QUESTIONS
 REGARDING THIS PROJECT.
  
  
  
  
 VALENTINO PEREZ
 ELECTRICAL PLANS EXAMINER II
 561-805-6717
 [email protected]
  
  
  
  
  
Review Stop E ELECTRICAL
Rev No 1 Status F Date 2016-07-02 Cont ID  
Sent By vperez Date 2016-07-02 Time 10:08 Rev Time 0.00
Received By vperez Date 2016-07-02 Time 10:08 Sent To  
Notes
2016-07-02 10:08:17INITIAL ELECTRICAL PLAN REVIEW
  
 APPLICABLE CODES IN EFFECT:
 FLORIDA BUILDING CODE 2014 5TH EDITION
 FLORIDA BUILDING CODE ENERGY CONSERVATION 2014 5TH
 EDITION
 NFPA 70- 2011 NEC
 COMMENTS:
  
 1. UPDATE ALL CODE REFERENCES SHOWN ON SHEET E.01 TO
 SHOW FLORIDA BUILDING CODE 2014 5TH EDITION AND AS
 STATED ABOVE.
 2. PROVIDE A BLOCK NOTE INDICATING THE REQUIRED
 SEPARATE PERMITS AND DATA CUT SHEET SUBMITTALS FOR ALL
 SITE LIGHTING AND ASSOCIATED EQUIPMENT. A NOTE WILL
 SUFFICE.
 3. GENERAL NOTES- PROVIDE A BLOCK NOTE INDICATING THE
 REQUIRED SEPARATE PERMITS AND DATA CUT SHEET SUBMITTALS
 FOR GENERATOR ALL LOW VOLTAGE SYSTEMS TO INCLUDE BUT
 NOT LIMITED TO FIRE ALARM, ACCESS CONTROLS, CCTV, PHONE
 AND DATA, SIGNAGE, WIRELESS SYSTEMS, TRUCK CHARGING
 STATIONS, ETC. A NOTE WILL SUFFICE.
 4. PLEASE LABEL RECEPTACLE IN TO BE GFCI PROTECTED PER
 NEC 210.8B5- IF WITHIN 6FT OF SINK ALL TO BE GFCI.
 5. PLEASE LABEL RECEPTACLE IN KITCHEN ALL TO BE GFCI
 PROTECTED PER NEC 210.8B5- IF WITHIN 6FT OF SINK, ALL
 TO BE GFCI.
 6. PROVIDE FROM UTILITY PROVIDER (FPL), ACTUAL
 AVAILABLE FAULT CURRENT AT THE TRANSFORMERS. FBC
 107.3.5
 7. PROVIDE AIC CALCULATION PER NEC 110.10- FBC 107.3.5
 8. PROVIDE A NOTE/SIGN TO INDICATE THE REQUIREMENTS NEC
 110.24 THE MAX. AVAILABLE FAULT CURRENT SHALL BE
 DURABLY MARKED AND DATED ON ALL ELECTRICAL APPARATUS
 AND NEC 110.16 ARC-FLASH HAZARD WARNING LABELS
 REQUIRED.
 9. PER FBC EC 405.7.3- SHOW VOLTAGE DROP CALCULATIONS
 FOR FEEDERS AND BRANCH CIRCUITS.
 10. SHEET E5.1- GROUNDING ELECTRODE CONDUCTOR
 UNDERSIZED AT 2/0. SHOW 3/0 PER TABLE NEC 250.66. ALSO
 CORRECT NOTE 6 TO SHOW 3/0.
 11. ADDRESS FIRE AND MECHANICAL COMMENTS RELATED TO THE
 ELECTRICAL SCOPE OF WORK.
 12. PROVIDE GENERAL NOTES TO SHEET E2.1 TO MAINTAIN
 REQUIRED DEPTH PER NEC 300.5 FOR ALL U/G CONDUIT.
 13. PLEASE CLARIFY THE NON-REQUIRED COPS NOTES PROVIDED
 AS TO AHJ AUTHORIZATION TO EXCLUDE THE REQUIREMENTS OF
 NEC 708 TO THIS PROJECT.
 14. COMMENTS MAY FOLLOW UPON RE-REVIEW. PLEASE FEEL
 FREE TO CONTACT ME SHOULD YOU HAVE ANY QUESTIONS
 REGARDING THIS PROJECT.
  
  
 VALENTINO PEREZ
 ELECTRICAL PLANS EXAMINER II
 561-805-6717
 [email protected]
  
  
  
  
  
Review Stop ENG ENGINEERING CSD
Rev No 4 Status P Date 2017-05-19 Cont ID  
Sent By mkhan Date 2017-05-19 Time 15:00 Rev Time 0.00
Received By mkhan Date 2017-05-19 Time 15:00 Sent To I
Notes
2017-05-22 11:10:46APPROVED WITH THE FOLLOWING CONDITION:
  
 COMMENTS MADE EARLIER (05/19/2017) ARE REVISED AS
 FOLLOWS:
  
 CIVIL/SITE PLANS INCLUDED IN THE 'BUILDING PERMIT'
 PACKET (UNDER THIS PERMIT #16051078) ARE OLDER BUT THE
 ENGINEERING SERVICES DEPARTMENT HAS THE LATEST
 CIVIL/SITE PLANS SUBMITTED SEPARETLY (BY CHEN-MOORE) TO
 OUR DEPARTMENT AND THEY ARE BEING REVIEWED UNDER
 ENGINEERING PERMIT #E17010029.
2017-05-19 16:04:45FOLLOWING COMMENTS ARE VOID NOW. PLEASE SEE COMMENTS OF
 05/22/2017.
  
 (APPROVED WITH FOLLOWING CONDITIONS:
  
 ONLY CIVIL PLANS WERE CHECKED PART OF THIS REVIEW. ALL
 THE 16 SHEETS OF THE 'CIVIL SET' OF THE 'BUILDING
 DEPARTMENT PERMIT SET/PACKET' NEED TO BE REPLACED WITH
 ALL THE SHEETS OF THE FINAL PLANS/SET ONCE APPROVED BY
 THE CITY'S ENGINEERING SERVICES DEPARTMENT PRIOR TO
 ISSUANCE OF 'BUILDING PERMIT'.
  
  
 COMMENTS/EXPLANATIONS ARE STATED BELOW:
  
 CIVIL PACKAGE/PLANS ARE SUBMITTED SEPARATELY TO THE
 ENGINEERING SERVICES DEPARTMENT FOR ENGINEERING
 DEPARTMENT APPROVAL WHICH ARE CURRENLY UNDER REVIEW
 (REVISED PLANS ARE SUBMITTED TO OUR DEPARTMENT ON MAY
 18, 2017).
  
 CIVIL PLAN SHEETS (STAMPED BY THE E.O.R ON 5/17/2017 OR
 EARLIER DATES) INCLUDED IN THE 'BUILDING DEPARTMENT
 SET' (UNDER THIS PERMIT APPLICATION) SOMEWHAT DIFFER
 FROM THE LATEST PLAN SHEETS SUBMITTED TO THE
 ENGINEERING SERVICES DEPARTMENT. FOLLOWING ARE SOME
 NOTICABLE DIFFERENCES:
  
 ** SHEET C2.03 (4 OF 18): INLET PROTECTION DETAIL IS
 NOT SHOWN;
  
 ** SHEET C3.01 & C3.02 (5 AND 6 OF 18): SITE PLAN AND
 AUTO-TURN EXHIBIT SHOWS DETENTION AREAS (BUT LATEST
 PLANS SUBMITTED TO ENG. DEPT. HAS NO DETENTION
 BASINS/PONDS IN THEM);
  
 ** SHEET C5.01 (8 OF 18): PAVING, GRADING AND DRAINAGE
 PLAN SHOWS DRY DETENTION POND AND A FLUME BEHIND THE
 DUMPSTER ENCLOSURE; ALSO ANOTHER DETENTION BASIN AND
 STORM STRUCTURES SHOWN NEAR THE SOUTH ENTRANCE (OFF
 PARK PLACE). CIVIL PLANS SUBMITTED TO OUR DEPARTMENT
 ARE MOST UP TO DATE (DATED 5/18/2017) AND DO NOT HAVE
 ANY DRY DETENTION PONDS/BASINS AND DRAINAGE STRUCTURES;
  
 ** SHEETS C6.01 THROUGH C6.08 (9 THROUGH 16 OF 18):
 CIVIL DETAIL SHEETS IN THIS PACKAGE NEED TO BE
 CONSISTENT WITH THE DETAIL SHEETS IN THE CIVIL PACKAGE
 SUBMITTED AND APPROVED BY OUR DEPARTMENT.)
  
  
  
  
Review Stop ENG ENGINEERING CSD
Rev No 3 Status F Date 2017-05-17 Cont ID  
Sent By mkhan Date 2017-05-17 Time 16:56 Rev Time 0.00
Received By mkhan Date 2017-05-17 Time 16:56 Sent To  
Notes
2017-05-17 16:58:40FAILED FOR THIS REVIEW PERIOD. STILL HAVE OUTSTANDING
 ENGINEERING COMMENTS THOSE NEED TO BE ADDRESSED BY EOR
 AND REVISED PLANS NEED TO BE SUBMITTED. WILL REVIEW IN
 THE NEXT PERIOD.
Review Stop ENG ENGINEERING CSD
Rev No 2 Status F Date 2017-03-14 Cont ID  
Sent By mgonzale Date 2017-03-14 Time   Rev Time 0.50
Received By mgonzale Date 2017-03-14 Time   Sent To I
Notes
2017-03-14 12:00:27PLANS WILL BE REVIEWED UPON NEXT RESUB.
  
 MANUEL JULIAN GONZALEZ
 ENGINEERING PROJECT COORDINATOR
 PUBLIC WORKS DEPARTMENT
 401 CLEMATIS STREET, 4TH FLOOR
 WEST PALM BEACH, FL 33401
 (MAILING ADDRESS: P.O. BOX 3366, ZIP 33402)
 MAIN PHONE: (561) 822-1200
 DIRECT: (561) 494-1085
 FAX: (561) 494-1116
 EMAIL: [email protected]
 HTTP://WWW.WPB.ORG/DEPARTMENTS/ENGINEERING-PUBLIC-WORKS
 /FORMS,-PERMITS-APPLICATIONS
Review Stop ENG ENGINEERING CSD
Rev No 1 Status F Date 2016-09-07 Cont ID  
Sent By cranford Date 2016-09-07 Time 11:03 Rev Time 0.00
Received By cranford Date 2016-09-07 Time 11:03 Sent To  
Notes
2016-09-07 11:03:34FAILED FOR THIS REVIEW PERIOD.
Review Stop FIRE FIRE DEPARTMENT
Rev No 4 Status P Date 2017-04-28 Cont ID  
Sent By wjolin Date 2017-04-28 Time 14:02 Rev Time 0.00
Received By wjolin Date 2017-04-28 Time 14:02 Sent To  
Notes
***NONE***
Review Stop FIRE FIRE DEPARTMENT
Rev No 3 Status P Date 2017-03-14 Cont ID  
Sent By wjolin Date 2017-03-14 Time 15:50 Rev Time 0.00
Received By wjolin Date 2017-03-14 Time 13:32 Sent To  
Notes
***NONE***
Review Stop FIRE FIRE DEPARTMENT
Rev No 2 Status P Date 2016-09-21 Cont ID  
Sent By wjolin Date 2016-09-21 Time 10:54 Rev Time 0.00
Received By wjolin Date 2016-09-21 Time 09:34 Sent To  
Notes
2016-09-21 10:09:401718 PARKER AVENUE
 PERMIT #16051078
 REVIEW COMMENTS - FIRE DEPARTMENT
 NOTE: UNLESS NOTED OTHERWISE, ALL FIRE/LIFE SAFETY
 REVIEW COMMENTS REFERENCE NFPA 101-THE LIFE SAFETY CODE
 (2012 EDITION WITH FLORIDA AMENDMENTS.)
  
 RESPONSE COMMENT: A REVISED SHEET M6.1 WITH ADJUSTED
 EXHAUST FAN CFM WAS NOT SUBMITTED.
 ORIGINAL COMMENT - SHEET M6.1: PER NFPA 88A - PARKING
 STRUCTURES SECTION 6.3.1 ALL ENCLOSED PARKING
 STRUCTURES SHALL BE VENTILATED BY A MECHANICAL SYSTEM
 CAPABLE OF PROVIDING A MINIMUM OF 1 FT3/MIN PER FT2 OF
 FLOOR AREA DURING HOURS OF NORMAL OPERATION.
  
 DRAWINGS WILL BE STAMPED, INITIALED, AND DATED BY THE
 FIRE DEPARTMENT AFTER ALL PLAN REVIEWER COMMENTS HAVE
 BEEN SATISFIED.
  
 WESLEY JOLIN
 ASSISTANT FIRE MARSHAL
 WEST PALM BEACH FIRE RESCUE
 [email protected]
  
Review Stop FIRE FIRE DEPARTMENT
Rev No 1 Status F Date 2016-06-17 Cont ID  
Sent By wjolin Date 2016-06-17 Time 15:22 Rev Time 0.00
Received By wjolin Date 2016-06-17 Time 12:48 Sent To  
Notes
2016-06-17 13:22:281718 PARKER AVENUE
 PERMIT #16051078
 REVIEW COMMENTS - FIRE DEPARTMENT
 NOTE: UNLESS NOTED OTHERWISE, ALL FIRE/LIFE SAFETY
 REVIEW COMMENTS REFERENCE NFPA 101-THE LIFE SAFETY CODE
 (2012 EDITION WITH FLORIDA AMENDMENTS.)
  
 DESIGN SHALL CONFORM TO NFPA 101 CHAPTER 26 - LODGING &
 ROOMING HOUSES. ROOMING/LODGING SHALL APPLY TO
 BUILDINGS THAT PROVIDE SLEEPING ACCOMMODATIONS FOR 16
 OR FEWER PERSONS ON EITHER A TRANSIENT OR PERMANENT
 BASIS, WITH OR WITHOUT MEALS, BUT WITHOUT SEPARATE
 COOKING FACILITIES FOR INDIVIDUAL OCCUPANTS.
  
 SHEET LS-100: PER 26.3.5.1 ALL SLEEPING ROOMS SHALL BE
 SEPARATED FROM ESCAPE ROUTE CORRIDORS BY SMOKE
 PARTITIONS. DOORS SHALL BE PROVIDED WITH LATCHES OR
 OTHER MECHANISMS SUITABLE FOR KEEPING THE DOORS CLOSED.
 THERE SHALL BE NO LOUVERS OR OPERABLE TRANSOMS IN
 CORRIDOR WALLS.
  
 SHEET A-100A: ONLY ONE HANDRAIL PROVIDED FOR EACH
 EXTERIOR STAIR.
  
 SHEET A-200: STATION SIGN INDICATES, "PALM BEACH
 STATION NO.4." THIS IS THE CITY OF WEST PALM BEACH, NOT
 PALM BEACH.
  
 SHEET M6.1: PER NFPA 88A - PARKING STRUCTURES SECTION
 6.3.1 ALL ENCLOSED PARKING STRUCTURES SHALL BE
 VENTILATED BY A MECHANICAL SYSTEM CAPABLE OF PROVIDING
 A MINIMUM OF 1 FT3/MIN PER FT2 OF FLOOR AREA DURING
 HOURS OF NORMAL OPERATION.
  
 ELECTRICAL: IS INTERIOR EMERGENCY LIGHTING BEING
 PROVIDED?
  
 ELECTRICAL: PER NFPA 101 SECTION 26.3.4.6.1 CARBON
 MONOXIDE ALARMS OR CARBON MONOXIDE DETECTORS IN
 ACCORDANCE WITH SECTION 9.8 AND 26.3.4.6 SHALL BE
 PROVIDED IN NEW LODGING OR ROOMING HOUSES FOR LODGING
 OR ROOMING HOUSES CONTAINING FUEL-BURNING APPLIANCES.
 ALARMS OR DETECTORS SHALL BE INSTALLED IN THE FOLLOWING
 LOCATIONS:
 (1) OUTSIDE OF EACH SEPARATE SLEEPING AREA IN THE
 IMMEDIATE VICINITY OF THE SLEEPING ROOMS
 (2) ON EVERY OCCUPIABLE LEVEL, INCLUDING BASEMENTS, AND
 EXCLUDING ATTICS AND CRAWL SPACES
  
 WESLEY JOLIN
 ASSISTANT FIRE MARSHAL
 WEST PALM BEACH FIRE RESCUE
 [email protected]
  
  
Review Stop G GAS REVIEW
Rev No 5 Status P Date 2017-06-16 Cont ID  
Sent By tklarge Date 2017-06-16 Time 12:21 Rev Time 0.00
Received By tklarge Date 2017-06-16 Time 12:21 Sent To  
Notes
***NONE***
Review Stop G GAS REVIEW
Rev No 4 Status F Date 2017-05-19 Cont ID  
Sent By tklarge Date 2017-05-19 Time 14:48 Rev Time 0.00
Received By tklarge Date 2017-05-19 Time 13:14 Sent To  
Notes
2017-05-19 14:25:441) THE GAS RISER REFERS TO CSST YET THERE IS NO
 INFORMATION REGARDING THE CSST ON THE PLANS.WICH TABLE
 FROM THE GAS CODE IS BEING USED TO SIZE THE CSST? NOTE
 ON THE PLANS WHICH SIZING TABLE IS BEING USED TO SIZE
 THE CSST SYSTEM. CLARIFY.
 2) SHOW ALL PIPE SIZES, AND THE CORRESPONDING EHD
 NUMBER OF THE CORRUGATED STAINLESS STEEL TUBING. WPB
 AMEND. TO FBC SEC. 107.2.1.
 3) CLEARLY SHOW ON THE GAS RISER WHERE THE GAS PIPE
 TRANSITIONS FROM SCH. 40 METALLIC PIPE TO CSST. WPB
 AMEND. TO FBC SEC. 107.2.1.
 4) SHOW THE DISTANCE FROM EACH REGULATOR TO THE
 APPLIANCE OR PIECE OF EQUIPMENT SERVED AND THE TYPE OF
 PIPE MATERIAL AND SIZE. 2014 FBC-FUEL GAS SEC.402.4.3.
 5) SUBMIT AN EXPANDED, CLEAR AND LEGIBLE GAS RISER FOR
 REVIEW. WITH ALL THE DELTAS, CLOUDS AND EVERYTHING ELSE
 CRAMMED ONTO THE GAS RISER I CANNOT PERFORM A
 COMPRHENSIVE REVIEW ON THE SYSTEM. WPB AMEND. TO FBC
 SEC. 107.2.1.
 6) THE PLANS SHOW THE LP TANK AS ABOVE GROUND. HOW IS
 THE GAS PIPING GETTING TO THE BUILDING? IF ANY PIPE IS
 BEING RUN UNDERGROUND, SHOW THE TYPE OF PIPE MATERIAL,
 SIZE, PSI, AND NOTE THE SIZING TABLE USED TO SIZE THE
 SECTION OF PIPE ON THE PLANS.WPB AMEND. TO FBC SEC.
 107.2.1.
 7) NOTE ON THE PLAN THE LONGEST LENGTH OF PIPING FROM
 THE LP TANK TO THE MOST REMOTE LINE PRESSURE REGULATOR.
 THIS DISTANCE IS TO BE USED FOR SIZING THE MEDIUM
 PRESSURE SYSTEM.2014 FBC-FUEL GAS SEC.402.4.3.
 8) SHT. C4.01 SHOWS A 1 1/2 INCH GAS LINE FROM THE LP
 TANK AND THE GAS RISER SHOWS A 1 INCH LINE. A 1 1/2
 INCH LINE IS ALSO SHOWN ON SHT. P3.1. CLARIFY. 2ND
 REQUEST.
  
 TIM LARGE
 CHIEF PLUMBING INSPECTOR
 PLUMBING PLAN REVIEW
 561-805-6692
 [email protected]
  
Review Stop G GAS REVIEW
Rev No 3 Status F Date 2017-03-21 Cont ID  
Sent By tklarge Date 2017-03-21 Time 07:22 Rev Time 0.00
Received By tklarge Date 2017-03-21 Time 07:14 Sent To  
Notes
2017-03-21 07:17:151) A THOROUGH PLUMBING REVIEW COULD NOT BE DONE AS
 DRAWINGS P3.1, P3.2, P5.1 & P5.2 HAVE NOT BEEN
 RESUBMITTED. SUBMIT ALL PLUMBING SHEETS LISTED ON
 DRAWING COV FOR REVIEW. WPB AMEND. TO FBC SEC. 107.1.
 THE FOLLOWING GAS COMMENTS WILL REMAIN UNTIL ALL THE
 PLUMBING SHEETS ARE SUBMITTED FOR REVIEW.
  
 1) SHT. P5.1 - SHOW THE TYPE OF PIPE MATERIAL BEING
 INSTALLED, ALL PIPE SIZES, SIZE THE BRANCH LINES FOR
 GWH-2 & GWH-3. WPB AMENDMENTS TO FBC SEC.107.2.1.
  
 2) INDICATE THE DELIVERY PRESSURE (PSI) OF THE SYSTEM
 FROM THE TANK TO THE STEP DOWN REGULATOR AND FROM THE
 STEP DOWN REGULATOR TO THE APPLIANCES. ON THE PLAN PER
 2014 FBC-FUEL GAS SEC.402.2 OR FBC RES. SEC. G2413.2.
 . 2ND REQUEST.
  
 3) GAS APPLIANNCES SHALL BE LISTED AND LABELED. THE
 INSTALLATION MANUALS FOR ALL GAS APPLIANCES / EQUIPMENT
 SHALL BE ONSITE AT THE TIME OF INSPECTION. FGC
 SEC.305.1. THIS IS FOR INFORMATION ONLY.
  
 4) SHT. C4.01 SHOWS A 1 1/2 INCH GAS LINE AND SHT. P5.1
 SHOWS 2 INCH. CLARIFY. 2ND REQUEST.
  
 5) THE GAS SIZING TABLE REFERENCED ON THE GAS RISER IS
 FOR NATURAL GAS AND THIS SYSTEM IS PROPANE THEREFORE A
 COMPRHENSIVE GAS REVIEW COULD NOT BE DONE. PLACE A
 REFERENCE ON THE PLAN TO THE CORRECT SIZING TABLE USED
 FOR THIS SYSTEM.
  
 6) THE GAS RISER SHOWS THE DRYER AS HAVING 35,000 BTU'S
 AND SHT. P0.1 SHOWS 110,000 BTU'S. CLARIFY.
  
 7) EMERGENCY HOOD SHUT DOWN SHUT OFF VALVE SHALL BE
 BELOW THE CEILING. THE MANUAL SHUTOFF VALVE SHALL BE
 UPSTREAM. UNION TO BE DOWN STREAM OF MANUAL VALVE. SHOW
 THIS ON THE GAS RISER. WPB AMEND. TO FBC SEC. 107.2.1.
  
 8) SHT. P5.1 - THE GAS RISER SHOWS THE PRESSURE
 REDUCING FROM 2 PSI TO 0.5 PSI WITHOUT ANY STEP DOWN
 REGULATORS ON THE SYSTEM. SHOW THE LOCATION OF ALL
 STEP-DOWN REGULATORS ON THE RISER.
  
 PLUMBING PLAN REVIEW
 TIM LARGE
 CHIEF PLUMBING INSPECTOR
 561-805-6692
 [email protected]
  
  
  
  
  
  
  
Review Stop G GAS REVIEW
Rev No 2 Status F Date 2016-10-15 Cont ID  
Sent By tklarge Date 2016-10-15 Time 09:47 Rev Time 0.00
Received By tklarge Date 2016-10-15 Time 8:55 Sent To  
Notes
2016-10-15 08:51:161) SHT. P5.1 - SHOW THE TYPE OF PIPE MATERIAL BEING
 INSTALLED, ALL PIPE SIZES, SIZE THE BRANCH LINES FOR
 GWH-2 & GWH-3. WPB AMENDMENTS TO FBC SEC.107.2.1.
  
 2) INDICATE THE DELIVERY PRESSURE (PSI) OF THE SYSTEM
 FROM THE TANK TO THE STEP DOWN REGULATOR AND FROM THE
 STEP DOWN REGULATOR TO THE APPLIANCES. ON THE PLAN PER
 2014 FBC-FUEL GAS SEC.402.2 OR FBC RES. SEC. G2413.2.
 . 2ND REQUEST.
  
 3) SUBMIT CALCULATIONS FOR COMBUSTION AIR FOR THE DRYER
 PER 2014 FGC SEC.304.1. 2ND REQUEST. WHAT HAS BEEN
 SUBMITTED IS NON-COMPLIANT AND IS NOT A CALCULATION FOR
 COMBUSTION AIR.THE NOTE AT THE BOTTOM OF THE COMBUSTION
 AIR CALCULATION REFERS TO THE 2010/2009 FLORIDA
 BUILDING CODE. THE CODE IN EFFECT IS THE 2014 CODE.
  
 4) GAS APPLIANNCES SHALL BE LISTED AND LABELED. THE
 INSTALLATION MANUALS FOR ALL GAS APPLIANCES / EQUIPMENT
 SHALL BE ONSITE AT THE TIME OF INSPECTION. FGC
 SEC.305.1. THIS IS FOR INFORMATION ONLY.
  
 5) SHT. C4.01 SHOWS A 1 1/2 INCH GAS LINE AND SHT. P5.1
 SHOWS 2 INCH. CLARIFY. 2ND REQUEST.
  
 6) THE GAS SIZING TABLE REFERENCED ON THE GAS RISER IS
 FOR NATURAL GAS AND THIS SYSTEM IS PROPANE THEREFORE A
 COMPRHENSIVE GAS REVIEW COULD NOT BE DONE. PLACE A
 REFERENCE ON THE PLAN TO THE CORRECT SIZING TABLE USED
 FOR THIS SYSTEM.
  
 7) THE GAS RISER SHOWS THE DRYER AS HAVING 35,000 BTU'S
 AND SHT. P0.1 SHOWS 110,000 BTU'S. CLARIFY.
  
 7) EMERGENCY HOOD SHUT DOWN SHUT OFF VALVE SHALL BE
 BELOW THE CEILING. THE MANUAL SHUTOFF VALVE SHALL BE
 UPSTREAM. UNION TO BE DOWN STREAM OF MANUAL VALVE. SHOW
 THIS ON THE GAS RISER. WPB AMEND. TO FBC SEC. 107.2.1.
  
 8) CLEARLY SHOW THE CAPACITY OF THE LP TANK, TYPE OF
 TANK ( DOT OR ASME ), THE DISTANCE OF THE TANK FROM ALL
 SOURCES OF IGNITION, AND THE LOCATION OF ANY BUILDING
 OPENINGS BELOW THE RELIEF VALVE OF THE TANK. COMPLY
 WITH NFPA 58, TABLE 6.3.1, TABLE 6.3.8, & SECS. 6.3.8 &
 6.3..9.
  
 9) CLEARLY SHOW THE METHOD OF REQUIRED PROTECTION FOR
 THE ABOVEGROUND LP TANK AND APPURTENANCES PER NFPA 58.
 WIND LOAD ANCHORING DETAILS FOR LP TANK BY ENGINEER OF
 RECORD SHALL BE SUBMITTED AT TIME OF LP GAS PERMIT
 APPLICATION.
  
 10) SHT. P5.1 - THE GAS RISER SHOWS THE PRESSURE
 REDUCING FROM 2 PSI TO 0.5 PSI WITHOUT ANY STEP DOWN
 REGULATORS ON THE SYSTEM. SHOW THE LOCATION OF ALL
 STEP-DOWN REGULATORS ON THE RISER.
  
 PLUMBING PLAN REVIEW
 TIM LARGE
 CHIEF PLUMBING INSPECTOR
 561-805-6692
 [email protected]
  
  
  
  
  
  
  
Review Stop G GAS REVIEW
Rev No 1 Status F Date 2016-06-15 Cont ID  
Sent By tklarge Date 2016-06-15 Time 10:29 Rev Time 0.00
Received By tklarge Date 2016-06-15 Time 09:55 Sent To  
Notes
2016-06-15 10:12:511) SHOW THE TYPE OF PIPE MATERIAL BEING INSTALLED, ALL
 PIPE SIZES, AND THE CORRESPONDING EHD NUMBER OF THE
 CORRUGATED STAINLESS STEEL TUBING (IF APPLICABLE) FOR
 EACH PIPE SIZE. WPB AMENDMENTS TO FBC SEC.107.2.1. THE
 PIPE SIZES ARE ILLEGIBLE, THEY ARE TOO SMALL TO READ.
  
 2) INDICATE THE DELIVERY PRESSURE (PSI) OF THE SYSTEM
 FROM THE TANK TO THE STEP DOWN REGULATOR AND FROM THE
 STEP DOWN REGULATOR TO THE APPLIANCES. ON THE PLAN PER
 2014 FBC-FUEL GAS SEC.402.2 OR FBC RES. SEC. G2413.2.
 .
  
 3) SUBMIT CALCULATIONS FOR COMBUSTION AIR FOR THE DRYER
 PER 2014 FGC SEC.304.1.
  
 4) GAS APPLIANNCES SHALL BE LISTED AND LABELED. THE
 INSTALLATION MANUALS FOR ALL GAS APPLIANCES / EQUIPMENT
 SHALL BE ONSITE AT THE TIME OF INSPECTION. FGC
 SEC.305.1.
  
 5) SHT. C4.01 SHOWS A ONE INCH GAS LINE AND SHT. P5.1
 APPEARS TO SHOW A DIFFERENT SIZE. CLARIFY.
  
 6) SHT. C4.01 REFRES TO AN UNDERGROUND LP TANK BUT SHT.
 P3.1 APPEARS TO SHOW AN ABOVEGROUND TANK. CLARIFY.
  
 7) EMERGENCY HOOD SHUT DOWN SHUT OFF VALVE SHALL BE
 BELOW THE CEILING. THE MANUAL SHUTOFF VALVE SHALL BE
 UPSTREAM. UNION TO BE DOWN STREAM OF MANUAL VALVE.
  
 8) CLEARLY SHOW THE LOCATION AND CAPACITY OF LP
 TANK(S), TYPE OF TANK ( DOT OR ASME ), THE DISTANCE OF
 THE TANK FROM THE EXTERIOR BUILDING WALL AND ADJACENT
 PROPERTY LINES, THE DISTANCE OF THE TANK FROM ALL
 SOURCES OF IGNITION, OTHER CONTAINERS, BUILDINGS, AND
 THE LOCATION OF ANY BUILDING OPENINGS BELOW THE RELIEF
 VALVE OF THE TANK PER NFPA 58, TABLE 3-2.2.2.
  
 9) CLEARLY INDICATE ON THE PLAN IF THE LP TANK IS ABOVE
 GROUND OR BELOW GROUND, AND SHOW THE METHOD OF REQUIRED
 PROTECTION FOR THE LP TANK AND APPURTENANCES PER NFPA
 58. IF THE TANK IS BELOW GROUND IT SHALL BE ANCHORED
 PER NFPA 58 SEC.3-2.2.7 (H). IF ABOVE GROUND, THE TANK
 SHALL BE SECURELY ANCHORED TO WITHSTAND 170 MPH ULT
 WIND LOAD PER THE FLORIDA BUILDING CODE.
  
 10) SHT.P5.1 - DELETE THE REFERENCE TO THE 2004 EDITION
 OF THE FBC. THE CODE IN EFFECT IS THE 2014 EDITION.
  
 11) PLEASE CHECK BTU LOAD ON THE SYSTEM.I HAVE
 CALCULATED A DIFFERENT BTU LOAD.
  
  
 PLUMBING PLAN REVIEW
 TIM LARGE
 CHIEF PLUMBING INSPECTOR
 561-805-6692
 [email protected]
  
  
  
  
  
  
  
Review Stop HIST HISTORICAL
Rev No 1 Status N Date 2016-07-07 Cont ID  
Sent By fmittner Date 2016-07-07 Time 17:10 Rev Time 0.00
Received By fmittner Date 2016-07-07 Time 17:10 Sent To  
Notes
***NONE***
Review Stop I INCOMING/PROCESSING
Rev No 5 Status N Date 2017-06-16 Cont ID  
Sent By tklarge Date 2017-06-16 Time 12:22 Rev Time 0.00
Received By tklarge Date 2017-06-16 Time 12:22 Sent To  
Notes
***NONE***
Review Stop I INCOMING/PROCESSING
Rev No 4 Status N Date 2017-05-22 Cont ID  
Sent By jleahy Date 2017-05-22 Time 12:18 Rev Time 0.00
Received By jleahy Date 2017-04-25 Time 14:49 Sent To  
Notes
2017-04-26 14:50:34C37
Review Stop I INCOMING/PROCESSING
Rev No 3 Status N Date 2017-03-25 Cont ID  
Sent By vperez Date 2017-03-25 Time 07:59 Rev Time 0.00
Received By vperez Date 2017-03-25 Time 07:59 Sent To  
Notes
2017-03-07 11:06:28C34
Review Stop I INCOMING/PROCESSING
Rev No 2 Status N Date 2017-03-07 Cont ID  
Sent By lmarchan Date 2017-03-07 Time 11:06 Rev Time 0.00
Received By lmarchan Date 2016-09-07 Time 12:34 Sent To  
Notes
2016-09-08 12:34:57C29
Review Stop I INCOMING/PROCESSING
Rev No 1 Status N Date 2016-09-08 Cont ID  
Sent By lmarchan Date 2016-09-07 Time 12:33 Rev Time 0.00
Received By lmarchan Date 2016-05-25 Time 13:30 Sent To  
Notes
2016-05-25 13:31:01C29
Review Stop IMPACT COUNTY IMPACT FEES
Rev No 1 Status N Date 2016-06-13 Cont ID  
Sent By jwitmer Date 2016-06-13 Time 11:57 Rev Time 0.00
Received By jwitmer Date 2016-06-13 Time 11:57 Sent To  
Notes
***NONE***
Review Stop M MECHANICAL (A/C)
Rev No 4 Status P Date 2017-05-09 Cont ID  
Sent By ccole Date 2017-05-03 Time 16:08 Rev Time 0.00
Received By ccole Date 2017-05-02 Time 07:01 Sent To  
Notes
***NONE***
Review Stop M MECHANICAL (A/C)
Rev No 3 Status F Date 2017-03-13 Cont ID  
Sent By ccole Date 2017-03-13 Time 10:06 Rev Time 0.00
Received By ccole Date 2017-03-13 Time 07:09 Sent To  
Notes
2017-03-13 10:19:493RD REVIEW FBC-2014 MECHANICAL
 PERMIT #16051078
 3/13/17
  
 1) SHEETS M2.1 & LS-100: FIRE DAMPERS ARE SHOWN FOR
 DUCTS PENETRATING WALLS AT THE TOOL ROOM, MEDICAL
 STORAGE, STORAGE, LIEU OFFICE, AND THE CAPT OFFICE,
 HOWEVER THESE WALLS ARE NOT SHOWN TO BE FIRE-RATED ON
 THE LIFE SAFETY PLAN- PLEASE CLARIFY.
  
 2) M2.2: THE RESPONSE NARRATIVE IS STATING THAT A DUCT
 SMOKE DETECTOR IS TO BE INSTALLED IN THE RETURN AIR
 SYSTEM OF OARTU-1, HOWEVER THERE IS NO SYUMBOL SHOWN ON
 THE PLAN TO INDICATE THE LOCATION.
  
 CHRISTOPHER L. COLE
 MECHANICAL PLANS EXAMINER
 401 CLEMATIS STREET
 WEST PALM BEACH FL 33401
 561-805-6719
 [email protected]
  
  
Review Stop M MECHANICAL (A/C)
Rev No 2 Status F Date 2016-09-14 Cont ID  
Sent By ccole Date 2016-09-14 Time 17:02 Rev Time 0.00
Received By ccole Date 2016-09-14 Time 17:02 Sent To  
Notes
2016-09-14 17:23:302ND REVIEW FBC-2014 MECHANICAL
 PERMIT #16051078
 9/14/16
  
 1) 1ST REVIEW COMMENTS #1, 2, 5 & 6 STIL EXIST. PER THE
 ARCHITECT'S NARRATIVE THE REQUESTED EXHAUST VENTILATION
 AND AIR BALANCE CALCULATIONS, AND CORRECTED O/A CFMS
 FOR SOME OF THE ROOMS ARE SHOWN ON SHEET M6.1, HOWEVER
 M6.1 DOES NOT APPEAR TO HAVE BEEN REVISED. PLEASE
 PROVIDE THE REVISED SHEET.
  
 2) REFER TO SECTION 404.1, ITEMS 1 AND 2 AND INDICATE
 HOW THE EXHAUST SYSTEM IN THE APPARATUS BAY WILL
 FUNCTION. VERIFY COMPLIANCE WITH SECTION 404.2 FOR
 MINIMUM VENTILATION RATE, AND THE REQUIRED 0.75 CFM PER
 SQ.FT. RATE CAPABILITY.
  
 3) IN RESPONSE TO 1ST REVIEW COMMENT #3, THE ARCHITECT
 STATES THAT 100% OF THE RETURN AIR TO OARTU-1 IS BEING
 EXHAUSTED. HOW IS THIS POSSIBLE IF THE OARTU IS
 PRODUCING 2160 CFMS OF SUPPLY AIR, AND THE ERV HAS
 INTAKE AND EXHAUST CAPACITIES OF 850 CFMS? AS
 PREVIOUSLY REQUESTED PROVIDE THE LEAKAGE RATE OF THE
 ERV AS INDICATED BY THE MANUFACTURER'S SPECIFICATIONS.
 PLEASE
  
 SEETABLE 403.3 FOOTNOTE G AS IT APPLIES TO THE
 RECIRCULATION OF TOILET ROOM EXHAUST.
  
 4) AS PREVIOUSLY REQUESTED PROVIDE THE FLEX DUCT SIZES
 ON THE 1ST SND 2ND MECHANICAL FLOOR PLANS OR RELOCATE
 THE FLEX TABLE FROM M6.1 TO M2.1 & M2.2.
  
 5) AS PREVIOUSLY REQUESTED PROVIDE REVISED ENERGY
 CALCULATIONS THAT INCLUDE CU-1 & CU-2. A) THE
 PREVIOSULY SUBMITTED CALCULATIONS INCLUDE AHU-5 WHICH
 IS NOT SHOWN ON THE PLANS.
  
 6) REFER TO THE SUBMITTED AC CALCULATIONS FOR OARTU-1
 AND CU-1 & CU-2, AND THE OARTU SCHEDULE. IT APPEARS THE
 OARTU-1 DOES NOT HAVE THE CAPACITY TO PROVIDE THE
 REQUIRED HEATING BTU'S.
  
 7) AS PREVIOUSLY REQUESTED PROVIDE A DUCT SMOKE
 DETECTOR IN THE RETURN AIR SYSTEM OF OARTU-1.
  
 8) M2.1, M2.3 & A-104: PLEASE SHOW THE DRYER EXHAUST
 TERMINATION ON THE MECHANICAL AND ARCHITECTURAL ROOF
 PLANS. SHOW THE LOCATION OF THE DRYER IN THE FLOOR
 PLANS.
  
 9) INDICATE HOW ACCESS IS BEING PROVIDED FOR SERVICE OF
 THE ROOFTOP MECHANICAL EQUIPMENT- SEE SECTION 306.5.
  
 10) IT APPEARS THAT EF-2 & EF-3 MAY BE LOCATED WITHIN
 10' OF THE ROOF EDGES. VERIFY THE PARAPETS AT THESE
 LOCSTIONS ARE MINIMUM 42" HIGH FROM THE ROOF SURFACE OR
 PROVIDE GUARDS- SEE SECTION 304.11.
  
 11) THE ARCHITECT IS REQUESTING DEFERRED SUBMITTALS FOR
 EXTERIOR MECHANICAL INSTALLATION ENGINEERING AND WIND
 LOAD COMPLIANCE. PLEASE REVIEW THE FOLLOWING WPB
 AMENDMENTS:
  
 A) DEFERRED SUBMITTAL: 107.3.4.2 DEFERRED SUBMITTALS.
 FOR THE PURPOSES OF THIS SECTION, DEFERRED SUBMITTALS
 ARE DEFINED AS THOSE PORTIONS OF THE DESIGN THAT ARE
 NOT SUBMITTED AT THE TIME OF THE
 APPLICATION AND THAT ARE TO BE SUBMITTED TO THE
 BUILDING OFFICIAL WITHIN A SPECIFIED PERIOD. DEFERRAL
 OF ANY SUBMITTAL ITEMS SHALL HAVE THE PRIOR APPROVAL OF
 THE BUILDING OFFICIAL. THE REGISTERED DESIGN
 PROFESSIONAL IN RESPONSIBLE CHARGE SHALL LIST THE
 DEFERRED SUBMITTALS ON THE CONSTRUCTION DOCUMENTS FOR
 REVIEW BY THE BUILDING OFFICIAL.
  
 DOCUMENTS FOR DEFERRED SUBMITTAL ITEMS SHALL BE
 SUBMITTED TO THE REGISTERED DESIGN PROFESSIONAL IN
 RESPONSIBLE CHARGE WHO SHALL REVIEW THEM AND FORWARD
 THEM TO THE BUILDING OFFICIAL WITH A NOTATION
 INDICATING THAT THE DEFERRED SUBMITTAL DOCUMENTS HAVE
 BEEN REVIEWED AND FOUND TO BE IN GENERAL CONFORMANCE TO
 THE DESIGN OF THE BUILDING. THE DEFERRED SUBMITTAL
 ITEMS SHALL NOT BE INSTALLED UNTIL THE DEFERRED
 SUBMITTAL DOCUMENTS HAVE BEEN APPROVED BY THE BUILDING
 OFFICIAL.
 B) DEFERRED SUBMITTAL. 2010 FBC 107.3.4.1 PRODUCT
 APPROVALS. THOSE PRODUCTS WHICH ARE REGULATED BY THE
 DCA RULE 9N-03 SHALL BE REVIEWED AND APPROVED IN
 WRITING BY THE DESIGNER OF RECORD PRIOR TO SUBMITTAL
 FOR JURISDICTIONAL APPROVAL.
  
 CHRISTOPHER L. COLE
 MECHANICAL PLANS EXAMINER
 561-805-6719
 [email protected]
  
Review Stop M MECHANICAL (A/C)
Rev No 1 Status F Date 2016-05-31 Cont ID  
Sent By ccole Date 2016-05-31 Time 11:59 Rev Time 0.00
Received By ccole Date 2016-05-31 Time 11:59 Sent To  
Notes
2016-05-31 12:36:321ST REVIEW: FBC 2014 MECHANICAL
 PERMIT #16051078
 5/30/16
  
 1) PROVIDE AN EXHAUST VENTILATION SYSTEM FOR THE
 APPARATUS BAY (ENCLOSED GARAGE) IN COMPLIANCE WITH
 SECTION 404 FBC-14 MECHANICAL. PLEASE INCLUDE
 CALCULATIONS, SYSTEM DETAILS, EQUIPMENT SCHEDULES ETC,
 AND SHOW COMPLIANCE WITH SECTION 404.2 FOR MINIMUM
 VENTILATION AIRFLOW RATE, AND 404.3 FOR POSITIVE
 PRESSURE REQUIRMENT FOR ALL ADJOINING SPACES.
  
 2) PROVIDE EXHAUST VENTILATION CALCULATIONS FOR THE
 BUNKER GEAR ROOM, THE LOCKER ROOM, THE GENERATOR ROOM,
 THE DECON ROOM, THE JANITOR'S ROOM, AND THE BATHROOMS
 AND TOILET ROOMS, AND THE SUPPLY STORAGE ROOM PER TABLE
 403.3 AND ASHRAE 62.1- 2010. INCLUDE THE SQUARE FOOTAGE
 OF THE AREAS, THE REQUIRED AND PROVIDED EXHAUST RATES.
 PLEASE NOTE THE FOLLOWING: A) THE EXHAUST FROM THE
 BUNKER (LOCKER) ROOM AND THE SUPPLY STORAGE ROOM SHALL
 DISCHARGE TO THE OUTDOORS - SECTION 501.3. B) THE AIR
 FROM THE SUPPLY STORAGE ROOM SHALL NOT BE RECIRCULATED
 INTO THE DECON ROOM AS SHOWN ON SHEET M2.1- SEE SECTION
 403.2.1.
  
 3) LABEL THE ERV AT ALL OARTU LOCATIONS SHOWN ON THE
 PLAN. PLEASE NOTE THAT THE EXHAUST CALCULATIONS SHALL
 BEAR OUT THAT NOT MORE THEN 10% OF THE EXHAUST AIR FROM
 THE ROOMS AND SPACES IS BEING RECIRCULATED IN
 ACCORDANCE WITH TABLE 403.3 FOOTNOTE G. PLEASE SUBMIT
 DOCUMENTATION FROM THE ERV MANUFACTURER THAT INDICATES
 THE LEAKAGE RATE OF THE UNIT.
  
 4) REFER TO SECTION 414.1.3 FBC-14 BUILDING AND PROVIDE
 A LIST OF MATERIALS AND GASES AND THEIR QUANTITIES BE
 STORED IN THE SUPPLY STORAGE ROOM.
  
 5) SHEET M6.1: THE O/A CALCULATIONS SHOWN IN THE
 SCHEDULE FOR THE DINING ROOM, GYM ROOM, AND MEDICAL
 STORAGE ARE LESS THAN THE REQUIRED AMOUNT INDICATED IN
 TABLE 403.3- PLEASE CORRECT.
  
 6) PROVIDE AIR BALANCE CALCULATIONS THAT INCLUDE ALL
 THE OUTSIDE AIR AND EXHAUST CFM'S INCLUDING THE KITCHEN
 EXHAUST SYTEM.
  
 7) M2.1: SUBMIT MANUFACTURER'S SPECIFICATIONS FOR THE
 DRYER, AND PROVIDE EXHAUST DUCT RUN DETAILS- TYPE AND
 SIZE OF DUCTS, AND TOTAL RUN.
  
 8) M2.1: INDICATE THE SIZES OF THE MAIN TRUNKS DROPPING
 INTO THE FIRST FLOOR FROM THE SECOND.
  
 9) M2.1 & M2.2: SHOW ALL FLEX DUCT SIZES.
  
 10) M6.1: THE ERV SCHEDULE INDICATES THE UNIT IS TO BE
 LOCATED IN THE CEILING, BUT ALSO ON THE ROOF ON A CURB-
 PLEASE CLARIFY.
  
 11) PROVIDE TYPICAL CONNECTIONS AND SUPPORT DETAILS FOR
 THE DUCTS, EXHAUST FANS, AND THE MMU'S.
  
 12) M2.4: THE OUTDOOR UNITS APPEAR TO HAVE TWO
 DIFFERENT MODEL NUMBERS: MAP0964HT9UL ON THE DIAGRAM,
 AND MMY-AP1924HT9UL IN THE SCHEDULE. PLEASE INDICATE
 THE TYPE OF REFRIGERANT TO BE USED IN THE SYSTEMS AND
 QUANTITIES PER INDIVIDUAL CIRCUIT.
  
 13) SHOW WHERE ACCESS PANELS WILL BE REQUIRED FOR THE
 MMU-S AND ALL SERVICEABLE EQUIPMENT BEING LOCATED ABOVE
 HARD CEILINGS- SECTION 306.1
  
 14) SUBMIT MANUFACTURER'S SPECIFICATIONS FOR THE GAS
 WATER HEATER AND COMBUSTION AIR DUCTS IN THE JANITOR'S
 ROOM.
  
 15) REFER TO SECTION C403.2.4.4 FBC-14 ENERGY
 CONSERVATION AND PROVIDE DAMPERS AND SHUTOFF CONTROLS
 FOR THE EXHAUST DUCTS.
  
 16) THE CU-1 & CU-2 SYSTEMS AND MMU-S ARE NOT INCLUDED
 IO THE ENERGY CALCULATIONS.
  
 17) REFER TO SECTION 309.1 AND THE SUBMITTED AC
 CALCULATIONS AND PROVIDE HEAT FOR ALL OCCUPIED ROOMS
 AND SPACES BEING SERVED BY THE MMU-S: PLEASE NOTE THE
 EQUIPMENT SCHEDULE DOES NOT INDICATE FACTORY SUPPLIED
 HEAT FOR THE SYSTEMS.
  
 18) SEPARATE PERMITS ARE REQUIIRED FOR THE KITCHEN HOOD
 EXHAUST, FIRE SUPPRESSION FOR THE HOOD, AND THE
 GENERATOR- PLEASE PLACE NOTES ON THE PLAN ACCORDINGLY.
  
 19) THE SUBMITTED PLANS AND STRUCTURAL CALCULATIONS DO
 NOT INCLUDE CALCULATIONS AND DETAILS FOR ANCHORING THE
 ROOFTOP AND GOUND-MOUNTED AC EQUIPMENT AND FANS- SEE
 SECTION 301.15 AND SHOW COMPLIANCE.
  
 20) PROVIDE A SYMBOL ON THE PLANS IDENTIFYING THE
 LOCATION OF THE REQUIRED DUCT SMOKE DETECTOR IN THE
 RETURN AIR DUCT OF THE OARTU- SECTION 606.2.1
  
 CHRISTOPHER L. COLE
 MECHANICAL PLANS EXAMINER
 561-805-6719
 [email protected]
  
Review Stop P PLUMBING
Rev No 5 Status P Date 2017-06-16 Cont ID  
Sent By tklarge Date 2017-06-16 Time 12:21 Rev Time 0.00
Received By tklarge Date 2017-06-16 Time 12:21 Sent To  
Notes
***NONE***
Review Stop P PLUMBING
Rev No 4 Status F Date 2017-05-19 Cont ID  
Sent By tklarge Date 2017-05-19 Time 13:14 Rev Time 0.00
Received By tklarge Date 2017-05-19 Time 12:32 Sent To  
Notes
2017-05-19 12:54:261) SHT. P5.1 - THE STORM WATER RISER SHOWS A 3 INCH
 HORIZONTAL STORM LINE SERVING 780 SQ. FEET AT AN 1/8
 INCH PER FOOT SLOPE.THE MAXIMUM SQUARE FOOTAGE THAT CAN
 BE SERVED BY A 3 INCH LINE AT AN 1/8 INCH PER FOOT
 SLOPE IS 657 SQ. FEET. EITHER INCREASE THE SLOPE OF THE
 PIPE OR INCREASE THE DRAIN TO 4 INCHES.2014
 FBC-PLUMBING TABLE 1106.3.
 2) SHT. P2.2 - THE FLOOR DRAIN SHOWN IN TOILET ROOM #47
 IS NOT SHOWN ON THE SANITARY RISER DIAGRAM.
 3) SHT. P0.1 - GREASE TRAP DETAILS - THE GREASE
 INTERCEPTOR SHALL COMPLY WITH THE CITY OF WPB STANDARD
 GREASE INTERCEPTOR DRAWING # GS-7. A COPY HAS BEEN
 PROVIDED IN THE PERMIT FOLDER. THERE ARE NO DIMENSIONS
 SHOWN ON THE GREASE INTERCEPTOR TO SHOW COMPLIANCE WITH
 THE DETAIL. WPB AMEND. TO FBC SEC. 107.2.1.
 4) SHT. P0.1 - GREASE TRAP DETAILS - THERE IS A NOTE
 UNDER THE DETAIL STATING THAT THE GREASE TRAP SHALL
 COMPLY WITH THE CITY OF CORAL SPRINGS REGULATIONS. THIS
 IS OBVIOUSLY A TYPO. CORRECT THE NOTE TO READ "CITY OF
 WEST PALM BEACH."
 5) THE MOP SINK SHALL CONNECT TO THE GREASE
 INTERCEPTOR. 2014 FBC-PLUMBING SEC.1003.11003.3.1.
 6) A DETAIL / MANUFACTURER'S SPECIFICATION SHEETS SHALL
 BE SUBMITTED TO THE BUILDING DIVISION FOR REVIEW AND
 APPROVAL PRIOR TO THE INSTALLATION OF THE LAUNDRY
 INTERCEPTOR. WPB AMEND. TO FBC SEC. 107.2.1.
  
 TIM LARGE
 CHIEF PLUMBING INSPECTOR
 PLUMBING PLAN REVIEW
 561-805-6692
 [email protected]
  
Review Stop P PLUMBING
Rev No 3 Status F Date 2017-03-21 Cont ID  
Sent By tklarge Date 2017-03-21 Time 07:05 Rev Time 0.00
Received By tklarge Date 2017-03-20 Time 14:30 Sent To  
Notes
2016-10-15 07:06:101) A THOROUGH PLUMBING REVIEW COULD NOT BE DONE AS
 DRAWINGS P3.1, P3.2, P5.1 & P5.2 HAVE NOT BEEN
 RESUBMITTED. SUBMIT ALL PLUMBING SHEETS LISTED ON
 DRAWING COV FOR REVIEW. WPB AMEND. TO FBC SEC. 107.1.
 THE FOLLOWING PLUMBING REVIEW COMMWNTS WILL REMAIN
 UNTIL THE REQUIRED DRAWINGS ARE SUBMITTED AND A
 THOROUGH RE-REVIEW IS DONE.
 2) SHT. P5.1 - INDICATE THE SLOPE OF THE PIPE FOR THE
 STORMWATER RISER. COMPLY WITH TABLE 1106.3 OF 2014 FPC.
 SIZING SHALL BE BASED ON A RAINFALL RATE OF 5 INCHES
 PER HOUR.
 3) CLEARLY SHOW THE PIPE SIZES ON THE STORMWATER RISER.
 THEY ARE SO SMALL THEY ARE ILLEGIBLE. WPB AMEND. TO FBC
 SEC. 107.2.1.
 4) SHT.C 401 - SHOW THE SIZE OF THE STORM DRAIN AND
 SANITARY LINES ON THE CIVIL DRAWING. 2ND REQUEST. THE
 PIPE SIZES WERE ADDED ON SHEETS P2.1 & P2.2 WHICH WAS
 NOT IN MY REVIEW COMMENT.
 5) SHT. C6.07 - THERE IA A DETAIL FOR AN OIL / SAND
 SEPARATOR ON THIS SHEET AND A DETAIL ON SHT. P0.1. THE
 DETAIL ON SHT. P0.1 COMPLIES WITH THE PLUMBING CODE.
 DELETE THE DETAIL ON SHT. C6.07. 2ND REQUEST.
 6) SHT. L3.01 - CONTACT STEPHEN HUNTER AT 561-822-2240
 FOR APPROVAL OF THE LOCATION OF THE BACKFLOW PREVENTER
 FOR THE IRRIGATION SYSTEM.
 7) SHT. P 5.1 - CLEARLY SHOW ON THE SANITARY RISER THAT
 THE WASHING MACHINE DISCHARGES INTO A 3 INCH STACK PER
 THE 2014 FPC SEC. 406.2. 2ND REQUEST.
 8) SHT. 5.1 - BATHROOM #47 - 2ND FLOOR - THE URINAL IS
 NOT PERMITTED ON A WET VENT PER THE FPC SEC.912.1. 2ND
 REQUEST
 9) SHOW THE LOCATION OF THE REQUIRED LAUNDRY
 INTERCEPTOR ON THE FLOOR PLAN AND ALSO ON THE SANITARY
 RISER DIAGRAM.
 10) SHT. P 5.2 - LABEL ALL THE FIXTURES ON THE WATER
 RISER. WPB AMEND. TO FBC SEC. 107.2.1.
 11) SHT.A4.01 - DETAIL 2D - THE TOILET PAPER DISPENSER
 SHALL BE A MINIMUM OF 7 INCHES AND A MAXIMUM OF 9
 INCHES IN FRONT OF THE WATER CLOSET TO THE CENTERLINE
 OF THE DISPENSER. 2014 FBC-ACCESS. SEC.604.7.
 12) SHT.A4.01 - DETAIL 2B - THE SHOWER CONTROLS SHALL
 BE LOCATED 15 INCHES MAXIMUM FROM THE CENTERLINE OF THE
 SEAT TOWARD THE SHOWER OPENING. 2014 FBC-ACCESS. SEC.
 608.5.1.
  
 TIM LARGE
 CHIEF PLUMBING INSPECTOR
 PLUMBING PLAN REVIEW
 561-805-6692
 [email protected]
  
  
Review Stop P PLUMBING
Rev No 2 Status F Date 2016-10-15 Cont ID  
Sent By tklarge Date 2016-10-15 Time 08:51 Rev Time 0.00
Received By tklarge Date 2016-10-15 Time 07:05 Sent To  
Notes
2016-10-14 15:03:541) SUBMIT SIZING CALCULATIONS FOR THE GREASE
 INTERCEPTOR. SIZING CALCULATIONS SHALL BE IN ACCORDANCE
 WITH FL. ADMIN. CODE RULE 64E-6.013. 2ND REQUEST.
 2) SHT. P5.1 - INDICATE THE SLOPE OF THE PIPE FOR THE
 STORMWARE RISER. COMPLY WITH TABLE 1106.3 OF 2014 FPC.
 SIZING SHALL BE BASED ON A RAINFALL RATE OF 5 INCHES
 PER HOUR.
 3) CLEARLY SHOW THE PIPE SIZES ON THE STORMWATER RISER.
 THEY ARE SO SMALL THEY ARE ILLEGIBLE. WPB AMEND. TO FBC
 SEC. 107.2.1.
 4)
Review Stop P PLUMBING
Rev No 1 Status F Date 2016-06-15 Cont ID  
Sent By tklarge Date 2016-06-15 Time 09:54 Rev Time 0.00
Received By tklarge Date 2016-06-02 Time 09:43 Sent To  
Notes
2016-06-13 13:30:021) SUBMIT SPECIFICATIONS FOR THE GENERATOR, FUEL
 TANK,AND PIPING DETAILS. WPB AMEND. TO FBC SEC.
 107.2.1.
 2) SEPARATE PERMITS WILL BE REQUIRED FOR THE BACKFLOW
 PREVENTERS.
 3) SUBMIT SIZING CALCULATIONS FOR THE GREASE
 INTERCEPTOR.
 4) SUBMIT A STORM WATER RISER DIAGRAM. SHOW THE SQUARE
 FOOTAGE DRAINED BY EACH DRAIN. THE SIZING SHALL INCLUDE
 ONE-HALF THE AREA OF ANY VERTICAL WALL THAT DIVERTS
 RAINWATER TO THE ROOF. COMPLY WITH 2014 FPC TABLE
 1106.3 & 1106.2 (2), SEC.1106.4.
 5) SHT. C4.01 - SHOW THE SIZE OF THE STORM DRAIN AND
 SANITARY LINES ON THE PLAN.WPB AMEND. TO FBC SEC.
 107.2.1.
 6) SHT. C6.07 - THERE IS A DETAIL FOR AN OIL AND
 SEPARATOR ON THIS SHEET AND A DETAIL ON SHT. P0.1. THE
 DETAIL ON SHT. P0.1 COMPLIES WITH THE PLUMBING CODE.
 DELETE THE DETAIL ON C6.07.
 7) SHT. C6.05 - A SAMPLING PORT IS REQUIRED ON THE
 DISCHARGE LINE FROM THE GREASE INTERCEPTOR AND THE OIL
 SEPARATOR.
 8) SHT. L3.01 - THE BACKFLOW PREVENTER FOR THE
 IRRIGATION SYSTEM SHALL BE LOCATED AS CLOSE AS POSSIBLE
 TO THE METER PER THE CITY'S CROSS CONNECTION MANUAL.
 YOU MAY CONTACT UTILITITES AT 822-2240 FOR FURTHER
 DIRECTION.
 9) THE LANDSCAPE/IRRIGATION PLANS ARE STAMPED "NOT FOR
 CONSTRUCTION". CLARIFY.
 10) SHT. A1.04 - SHOW THE DISTANCE OF THE WATER HEATER
 EXHAUST FROM THE RANGE HOOD SUPPLY FAN AND ALSO FROM
 THE WATER HEATER INTAKE. SUBMIT DOCUMENTATION FROM THE
 MANUFACTURER SHOWING THESE MINIMUM REQS.ALSO, SEE SEC.
 503.2.3 & 503.8 OF 2014 FGC.
 11) SHT. A-400 - DETAIL #1 - THE CENTER TO CENTER
 MEASUREMENT BETWEEN THE URINAL AND THE LAVATORY SHALL
 BE A MINIMUM OF 30 INCHES. 2014 FPC SEC.405.3.1.
 12) SHT. A-400 - DETAIL #1C & SHT.A-401 DETAIL 2D - THE
 TOILET PAPER DISPENSER SHALL BE LOCATED 7-9 INCHES FROM
 THE THE FRONT OF THE TOILET BOWL TO THE CENTER OF THE
 DISPENSER. 2014 FAC SEC. 604.7.
 13) SHT. A-400 - THE HANDICAPPED ACCESSIBLE TOILET SEAT
 HEIGHT SHALL BE 17-19 INCHES ABOVE THE FINISH FLOOR
 MEASURED TO THE TOP OF THE SEAT. SEE ELEVATION 1C.
 14) IF THE ADA BATHING ROOM ON THE SECOND FLOOR IS TO
 BE UNISEX, IT SHALL NOT CONTAIN A URINAL. FAC
 SEC.213.2.1.
 15) THIS BUILDING CONSISTS OF FOUR DIFFERENT OCCUPANCY
 TYPES: ASSEMBLY,BUSINESS, R-2 ( DORMITORY) AND S-2.
 PLACE ALL FOUR OCCUPANCIES ON THE PLANS AND THE
 OCCUPANT LOAD FOR EACH AREA.
 16) SUBMIT INFORMATION AS TO WHAT TYPE OF ITEMS WILL BE
 STORED IN THE SUPPLY STORAGE ROOM.SHT. A-100 INDICATES
 A REINSTALLED COMPRESSOR.SUBMIT A COMPRESSED AIR RISER
 FOR REVIEW IF ANY HARD PIPING WILL BE INSTALLED.
 17) THE WASHER & DRYER IN LAUNDRY ROOM # 51 SHALL
 COMPLY WITH THE 2014 FBC-ACCESSIBILITY SEC. 611.
 18)THE ICE MACHINE SHALL BE PROVIDED WITH A BACKFLOW
 PREVENTER PERR 2014 FPC SEC.608.3.
 19) THE BATHROOMS IN THE CAPTAIN'S AND LIEUTENANT'S
 DORM ROOM SHALL COMPLY WITH 2014 FAC SEC.213.2.
 20) SHT. A-401 - ADA RESTROOM #38 - THE LOCATION AND
 HEIGHT OF THE SHOWER CONTROLS SHALL COMPLY WITH 2014
 FAC SEC.608.5.1.
 21) SHT. A-700 - THE WALLS AND PARTITIONS WITHIN 2 FEET
 OF OF SERVICE SINKS, URINALS AND WATER CLOSETS SHALL
 CCOMPLY WITH FBC SEC.1210.2.2.
 22) SHT. P0.1 - INDICATE THE SIZE/CAPACITY OF THE
 EXPANSION TANK ON THE WATER HEATER DETAIL.
 23) SHT. P0.1 - THE SHOWER IN THE DECON ROOM IS LABELED
 AS A HANDICAPPED SHOWER. CLARIFY.
 24) SUBMIT AN EXPANDED WATER RISER DIAGRAM.THE PIPE
 SIZES ARE ILLEGIBLE.CLEARLY SIZE THE WATER LINES.
 25) P5.1 - SIZE THE FLOOR DRAIN, SHOWER AND FLOOR SINK
 IN THE DECON ROOM.
 26) SHT. P5.1 - FIRST FLOOR ADA RESTROOM (#3) & STAFF
 RESTROOM (#11) SHOWS A URINAL ON A WET VENT. ONLY
 FIXTURES WITHIN A BATHROOM GROUP ARE PERMITTED ON A WET
 VENT. REFER TO THE DEFINITION OF "BATHROOM GROUP" IN
 CHAPTER 2, DEFINITIONS OF THE PLUMBING CODE.
 27) THE WASHING MACHINE IS NOT SHOWN ON THE SANITARY
 RISER DIAGRAM.THE WASTE STACK SHAL BE A MINIMUM OF 3
 INCHES PER 2014 FPC SEC.406.2.
 28) BATHROOM # 47 - 2ND FLOOR - THE URINAL IS NOT
 PERMITTED ON A WET VENT. ONLY FIXTURES WITHIN A
 BATHROOM GROUP ARE PERMITTED ON A WET VENT. REFER TO
 THE DEFINITION OF "BATHROOM GROUP" IN CHAPTER 2,
 DEFINITIONS OF THE PLUMBING CODE.
 29) THE OIL SEPARATOR IS LABELED AS A GREASE TRAP ON
 THE SANITARY RISER DIAGRAM. PLEASE CORRECT.
 30) 2ND FLOOR ADA RESTROOM (38) - THE SHOWER SHALL BE
 INDIVIDUALLY VENTED.
 31) 2ND FLOOR ADA RESTROOM (38) - THE LAVATORY IS NOT
 VENTED.
 32) A LAUNDRY INTERCEPTOR IS REQUIRED PER 2014 FPC
 SEC.1003.6.
  
  
 PLUMBING PLAN REVIEW
 TIM LARGE
 CHIEF PLUMBING INSPECTOR
 561-805-6692
 [email protected]
  
  
  
Review Stop Z ZONING
Rev No 5 Status P Date 2017-08-01 Cont ID  
Sent By   Date 2017-08-01 Time   Rev Time 0.00
Received By kmartin Date 2017-08-01 Time 15:18 Sent To  
Notes
***NONE***
Review Stop Z ZONING
Rev No 4 Status P Date 2017-05-18 Cont ID  
Sent By   Date 2017-05-18 Time   Rev Time 0.00
Received By kmartin Date 2017-05-18 Time 09:17 Sent To ENG
Notes
***NONE***
Review Stop Z ZONING
Rev No 3 Status P Date 2017-03-20 Cont ID  
Sent By   Date 2017-03-20 Time   Rev Time 0.00
Received By kmartin Date 2017-03-20 Time 14:39 Sent To  
Notes
***NONE***
Review Stop Z ZONING
Rev No 2 Status P Date 2016-10-04 Cont ID  
Sent By   Date 2016-10-04 Time   Rev Time 0.00
Received By kmartin Date 2016-10-04 Time 11:33 Sent To  
Notes
***NONE***
Review Stop Z ZONING
Rev No 1 Status P Date 2016-07-21 Cont ID  
Sent By fmittner Date 2016-07-21 Time   Rev Time 0.00
Received By kmartin Date 2016-07-21 Time 12:20 Sent To  
Notes
2016-07-21 12:21:111. PLEASE REVISE SHEET A-200 TO REFLECT THE CITY?S
 CORRECT NAME.
  
 FOR ADDITIONAL INFORMATION, PLEASE CONTACT KEVIN
 MARTIN, URBAN DESIGN PLANNER (561) 822-1426
 [email protected]


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